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Hilti HIT-RE 500 mortar with HIT-V / HAS rod These pages are part of the Anchor Fastening Technology Manual issue September 2014 09 / 2014 556 Hilti HIT-RE 500 mortar with HIT-V / HAS rod Injection mortar system Benefits Hilti HIT -RE 500 330 ml foil pack (also available as 500 ml and 1400 ml foil pack) - SAFEset technology: drilling and borehole cleaning in one step with Hilti hollow drill bit - suitable for non-cracked concrete C 20/25 to C 50/60 - high loading capacity - suitable for dry and water saturated concrete - under water application - large diameter applications - high corrosion resistant - long working time at elevated temperatures - odourless epoxy - embedment depth range: from 40 … 160 mm for M8 to 120 … 600 mm for M30 Statik mixer HAS rod HAS-E rod HIT -V rod Concrete Small edge distance and spacing Variable embedment depth Fire resistance Corrosion resistance High corrosion resistance Diamond drilled holes Hilti SAFEset technology with hollow drill bit European Technical Approval CE conformity PROFIS Anchor design software Approvals / certificates Description Authority / Laboratory No. / date of issue European technical approval a) DIBt, Berlin ETA-04/0027 / 2013-06-26 Fire test report IBMB, Braunschweig UB 3565 / 4595 / 2006-10-29 UB 3588 / 4825 / 2005-11-15 Assessment report (fire) warringtonfire WF 327804/B / 2013-07-10 a) All data given in this section according ETA-04/0027, issue 2013-06-26.

Transcript of Hilti HIT-RE 500 mortar with HIT-V / HAS rod€¦ · Hilti HIT-RE 500 mortar with HIT-V / HAS rod...

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Hilti HIT-RE 500 mortar with HIT-V / HAS rod

These pages are part of the Anchor Fastening Technology Manual issue September 2014 09 / 2014 556

Hilti HIT-RE 500 mortar with HIT-V / HAS rod Injection mortar system Benefits

Hilti HIT-RE 500 330 ml foil pack

(also available as 500 ml and 1400 ml foil pack)

- SAFEset technology: drilling and borehole cleaning in one step with Hilti hollow drill bit

- suitable for non-cracked concrete C 20/25 to C 50/60

- high loading capacity - suitable for dry and water

saturated concrete - under water application - large diameter applications - high corrosion resistant - long working time at elevated

temperatures - odourless epoxy - embedment depth range:

from 40 … 160 mm for M8 to 120 … 600 mm for M30

Statik mixer

HAS rod

HAS-E rod

HIT-V rod

Concrete Small edge

distance and spacing

Variable embedment

depth

Fire resistance

Corrosion resistance

High corrosion resistance

Diamond drilled holes

Hilti SAFEset technology with hollow drill bit

European Technical Approval

CE conformity

PROFIS Anchor design

software Approvals / certificates Description Authority / Laboratory No. / date of issue European technical approval a) DIBt, Berlin ETA-04/0027 / 2013-06-26

Fire test report IBMB, Braunschweig UB 3565 / 4595 / 2006-10-29 UB 3588 / 4825 / 2005-11-15

Assessment report (fire) warringtonfire WF 327804/B / 2013-07-10

a) All data given in this section according ETA-04/0027, issue 2013-06-26.

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Basic loading data (for a single anchor) All data in this section applies to For details see Simplified design method - Correct setting (See setting instruction) - No edge distance and spacing influence - Steel failure - Base material thickness, as specified in the table - One typical embedment depth, as specified in the table - One anchor material, as specified in the tables - Concrete C 20/25, fck,cube = 25 N/mm² - Temperature range I

(min. base material temperature -40°C, max. long term/short term base material temperature: +24°C/40°C) - Installation temperature range +5°C to +40°C Embedment depth a) and base material thickness for the basic loading data. Mean ultimate resistance, characteristic resistance, design resistance, recommended loads. Anchor size M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M39 Typical embedment depth [mm] 80 90 110 125 170 210 240 270 300 330 360 Base material thickness [mm] 110 120 140 165 220 270 300 340 380 410 450

a) The allowed range of embedment depth is shown in the setting details. The corresponding load values can be calculated according to the simplified design method.

For hammer drilled holes and hollow drill bit: Mean ultimate resistance: concrete C 20/25 – fck,cube = 25 N/mm², anchor HIT-V 5.8 ETA-04/0027, issue 2013-06-26

for hammer drilling and hollow drill bit Additional Hilti technical data

Anchor size M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M39 Tensile NRu,m HIT-V 5.8 [kN] 18,9 30,5 44,1 83,0 129,2 185,9 241,5 295,1 364,4 428,9 459,9

Shear VRu,m HIT-V 5.8 [kN] 9,5 15,8 22,1 41,0 64,1 92,4 120,8 147,0 182,2 214,5 256,2 Characteristic resistance: concrete C 20/25 – fck,cube = 25 N/mm², anchor HIT-V 5.8 ETA-04/0027, issue 2013-06-26

for hammer drilling and hollow drill bit Additional Hilti technical data

Anchor size M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M39 Tensile NRk HIT-V 5.8 [kN] 18,0 29,0 42,0 70,6 111,9 153,7 187,8 224,0 262,4 302,7 344,9

Shear VRk HIT-V 5.8 [kN] 9,0 15,0 21,0 39,0 61,0 88,0 115,0 140,0 173,5 204,3 244,0 Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², anchor HIT-V 5.8 ETA-04/0027, issue 2013-06-26

for hammer drilling and hollow drill bit Additional Hilti technical data

Anchor size M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M39 Tensile NRd HIT-V 5.8 [kN] 12,0 19,3 27,7 33,6 53,3 73,2 89,4 106,7 125,0 144,2 164,3

Shear VRd HIT-V 5.8 [kN] 7,2 12,0 16,8 31,2 48,8 70,4 92,0 112,0 138,8 163,4 195,2 Recommended loads a): concrete C 20/25 – fck,cube = 25 N/mm², anchor HIT-V 5.8 ETA-04/0027, issue 2013-06-26

for hammer drilling and hollow drill bit Additional Hilti technical data

Anchor size M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M39 Tensile Nrec HIT-V 5.8 [kN] 8,6 13,8 19,8 24,0 38,1 52,3 63,9 76,2 89,3 103,0 117,3

Shear Vrec HIT-V 5.8 [kN] 5,1 8,6 12,0 22,3 34,9 50,3 65,7 80,0 99,1 116,7 139,4 a) With overall partial safety factor for action = 1,4. The partial safety factors for action depend on the type of

loading and shall be taken from national regulations.

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For diamond drilling: Mean ultimate resistance: concrete C 20/25 – fck,cube = 25 N/mm², anchor HIT-V 5.8 ETA-04/0027, issue 2013-06-26 for diamond drilling Anchor size M8 M10 M12 M16 M20 M24 M27 M30 Tensile NRu,m HIT-V 5.8 [kN] 18.9 30.5 44.1 83,0 129.2 185.9 241.5 287.2 Shear VRu,m HIT-V 5.8 [kN] 9.5 15.8 22.1 41,0 64,1 92,4 120,8 147,0

Characteristic resistance: concrete C 20/25 – fck,cube = 25 N/mm², anchor HIT-V 5.8 ETA-04/0027, issue 2013-06-26 for diamond drilling Anchor size M8 M10 M12 M16 M20 M24 M27 M30 Tensile NRk HIT-V 5.8 [kN] 18,0 29,0 42,0 70,6 111,9 153,7 183,2 216,3 Shear VRk HIT-V 5.8 [kN] 9,0 15,0 21,0 39,0 61,0 88,0 115,0 140,0

Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², anchor HIT-V 5.8 ETA-04/0027, issue 2013-06-26 for diamond drilling Anchor size M8 M10 M12 M16 M20 M24 M27 M30 Tensile NRd HIT-V 5.8 [kN] 12,0 19,3 28,0 33,6 53,3 73,2 87,3 103,0 Shear VRd HIT-V 5.8 [kN] 7,2 12,0 16,8 31,2 48,8 70,4 92,0 112,0

Recommended loads a): concrete C 20/25 – fck,cube = 25 N/mm², anchor HIT-V 5.8 ETA-04/0027, issue 2013-06-26 for diamond drilling Anchor size M8 M10 M12 M16 M20 M24 M27 M30 Tensile Nrec HIT-V 5.8 [kN] 8,6 13,8 20,0 24,0 38,1 52,3 62,3 73,6 Shear Vrec HIT-V 5.8 [kN] 5,1 8,6 12,0 22,3 34,9 50,3 65,7 80,0

a) With overall partial safety factor for action = 1,4. The partial safety factors for action depend on the type of loading and shall be taken from national regulations.

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Service temperature range Hilti HIT-RE 500 injection mortar may be applied in the temperature ranges given below. An elevated base material temperature may lead to a reduction of the design bond resistance.

Temperature range Base material temperature

Maximum long term base material temperature

Maximum short term base material temperature

Temperature range I -40 °C to +40 °C +24 °C +40 °C Temperature range II -40 °C to +58 °C +35 °C +58 °C Temperature range III -40 °C to +70 °C +43 °C +70 °C

Max short term base material temperature Short-term elevated base material temperatures are those that occur over brief intervals, e.g. as a result of diurnal cycling.

Max long term base material temperature Long-term elevated base material temperatures are roughly constant over significant periods of time. Materials Mechanical properties of HIT-V / HAS

Data according ETA-04/0027, issue 2013-06-26 Additional Hilti technical data

Anchor size M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M39

Nominal tensile strength fuk

HIT-V/HAS 5.8 [N/mm²] 500 500 500 500 500 500 500 500 500 500 500 HIT-V/HAS 8.8 [N/mm²] 800 800 800 800 800 800 800 800 800 800 800 HIT-V/HAS -R [N/mm²] 700 700 700 700 700 700 500 500 500 500 500 HIT-V/HAS -HCR [N/mm²] 800 800 800 800 800 700 700 700 500 500 500

Yield strength fy k

HIT-V/HAS 5.8 [N/mm²] 400 400 400 400 400 400 400 400 400 400 400 HIT-V/HAS 8.8 [N/mm²] 640 640 640 640 640 640 640 640 640 640 640 HIT-V/HAS -R [N/mm²] 450 450 450 450 450 450 210 210 210 210 210 HIT-V/HAS -HCR [N/mm²] 600 600 600 600 600 400 400 400 250 250 250

Stressed cross-section As

HAS [mm²] 32,8 52,3 76,2 144 225 324 427 519 647 759 913

HIT-V [mm²] 36,6 58,0 84,3 157 245 353 459 561 694 817 976

Moment of resistance W

HAS [mm³] 27,0 54,1 93,8 244 474 809 1274 1706 2321 2949 3891

HIT-V [mm³] 31,2 62,3 109 277 541 935 1387 1874 2579 3294 4301

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Material quality Part Material Threaded rod HIT-V(F), HAS 5.8 M8 – M24

Strength class 5.8, A5 > 8% ductile steel galvanized ≥ 5 μm, (F) hot dipped galvanized ≥ 45 μm,

Threaded rod HIT-V(F), HAS 8.8 M27 – M39

Strength class 8.8, A5 > 8% ductile steel galvanized ≥ 5 μm, (F) hot dipped galvanized ≥ 45 μm,

Threaded rod HIT-V-R, HAS-R

Stainless steel grade A4, A5 > 8% ductile strength class 70 for ≤ M24 and class 50 for M27 to M30, 1.4401; 1.4404; 1.4578; 1.4571; 1.4439; 1.4362

Threaded rod HIT-V-HCR, HAS-HCR

High corrosion resistant steel, 1.4529; 1.4565 strength ≤ M20: Rm = 800 N/mm², Rp 0.2 = 640 N/mm², A5 > 8% ductile M24 to M30: Rm = 700 N/mm², Rp 0.2 = 400 N/mm², A5 > 8% ductile

Washer ISO 7089

Steel galvanized, hot dipped galvanized Stainless steel, 1.4401; 1.4404; 1.4578; 1.4571; 1.4439; 1.4362 High corrosion resistant steel, 1.4529; 1.4565

Nut EN ISO 4032

Strength class 8, steel galvanized ≥ 5 μm, hot dipped galvanized ≥ 45 μm, Strength class 70, stainless steel grade A4, 1.4401; 1.4404; 1.4578; 1.4571; 1.4439; 1.4362 Strength class 70, high corrosion resistant steel, 1.4529; 1.4565

Anchor dimensions Anchor size M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M39

Anchor rod HAS, HAS-E, HAS-R, HAS-ER HAS-HCR

M8x

80

M10

x90

M12

x110

M16

x125

M20

x170

M24

x210

M27

x240

M30

x270

M33

x300

M36

x330

M39

x360

Anchor embedment depth [mm] 80 90 110 125 170 210 240 270 300 330 360

Anchor rod HIT-V, HIT-V-R, HIT-V-HCR Anchor rods HIT-V (-R / -HCR) are available in variable length

Setting installation equipment Anchor size M8 M10 M12 M16 M20 M24 M27 M30 Rotary hammer TE2 – TE16 TE40 – TE70 Other tools compressed air gun or blow out pump, set of cleaning brushes, dispenser Additional Hilti recommended tools DD EC-1, DD 100 … DD xxx a)

a) For anchors in diamond drilled holes load values for combined pull-out and concrete cone resistance have to be reduced (see section “Setting instruction”)

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Setting instruction

Bore hole drilling a) Hilti hollow drill bit (for dry and wet concrete only)

Drill hole to the required embedment depth with an appropriately sized Hilti TE-CD or TE-YD hollow drill bit with Hilti vacuum attachment. This drilling system removes the dust and cleans the bore hole during drilling when used in accordance with the user’s manual. After drilling is complete, proceed to the “injection preparation” step in the instructions for use.

b) Hammer drilling (dry or wet concrete and installation in flooded holes (no sea water))

Drill Hole to the required embedment depth with a hammer drill set in rotation-hammer mode using an appropriately sized carbide drill bit.

c) Diamond coring (for dry and wet concrete only)

Diamond coring is permissible when diamond core drilling machine and the corresponding core bit are used.

Bore hole cleaning Just before setting an anchor, the bore hole must be free of dust and debris.

a) Manual Cleaning (MC) non-cracked concrete only for bore hole diameters d0 ≤ 20mm and bore hole depth h0 ≤ 20d or h0 ≤ 250 mm (d = diameter of element)

The Hilti manual pump may be used for blowing out bore holes up to diameters d0 ≤ 20 mm and embedment depths up to hef ≤ 10d. Blow out at least 4 times from the back of the bore hole unt il return air stream is free of noticeable dust

Brush 4 times with the specified brush size (brush diameter ≥ bore hole) by inserting the steel brush Hilti HIT-RB to the back of the hole (if needed with extension) in a twisting motion and removing it. The brush must produce natural resistance as it enters the bore hole - if not the brush is too small and must be replaced with the proper brush diameter.

Blow out again with manual pump at least 4 times until return air stream is free of noticeable dust.

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b) Compressed air cleaning (CAC) for all bore hole diameters d0 and all bore hole depth h0

Blow 2 times from the back of the hole (if needed with nozzle extension) over the hole length with oil-free compressed air (min. 6 bar at 6 m³/h) until return air stream is free of noticeable dust. Bore hole diameter ≥ 32 mm the compressor must supply a minimum air flow of 140 m³/hour.

Brush 2 times with the specified brush size by inserting the steel brush Hilti HIT-RB to the back of the hole (if needed with extension) in a twisting motion and removing it. The brush must produce natural resistance as it enters the bore hole - if not the brush is too small and must be replaced with the proper brush diameter.

Blow again with compressed air 2 times until return air stream is free of noticeable dust.

c) Cleaning for under water for all bore hole diameters d0 and all bore hole depth h0

Flush 2 times the hole by inserting a water hose (water-line pressure) to the back of the hole until water runs clear.

Brush 2 times with the specified brush size by inserting the steel brush Hilti HIT-RB to the back of the hole (if needed with extension) in a twisting motion and removing it. The brush must produce natural resistance as it enters the bore hole - if not the brush is too small and must be replaced with the proper brush diameter.

Flush again 2 times the hole by inserting a water hose (water-line pressure) to the back of the hole until water runs clear.

d) Cleaning of hammer drilled holes and diamond cored holes for all bore hole diameters d0 and all bore hole depth h0

Flush 2 times the hole by inserting a water hose (water-line pressure) to the back of the hole until water runs clear.

Brush 2 times with the specified brush size by inserting the steel brush Hilti HIT-RB to the back of the hole (if needed with extension) in a twisting motion and removing it. The brush must produce natural resistance as it enters the bore hole - if not the brush is too small and must be replaced with the proper brush diameter.

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Flush again 2 times the hole by inserting a water hose (water-line pressure) to the back of the hole until water runs clear.

Blow 2 times from the back of the hole (if needed with nozzle extension) over the hole length with oil-free compressed air (min. 6 bar at 6 m³/h) until return air stream is free of noticeable dust and water. Bore hole diameter ≥ 32 mm the compressor must supply a minimum air flow of 140 m³/hour.

Brush 2 times with the specified brush size by inserting the steel brush Hilti HIT-RB to the back of the hole (if needed with extension) in a twisting motion and removing it. The brush must produce natural resistance as it enters the bore hole - if not the brush is too small and must be replaced with the proper brush diameter.

Blow again with compressed air 2 times until return air stream is free of noticeable dust and water.

Injection preparation

Tightly attach new Hilti mixing nozzle HIT-RE-M to foil pack manifold (snug fit). Do not modify the mixing nozzle. Observe the instruction for use of the dispenser and mortar. Check foil pack holder for proper function. Do not use damaged foil packs / holders. Insert foil pack into foil pack holder and put holder into HIT-dispenser.

The foil pack opens automatically as dispensing is initiated. Discard initial adhesive. Depending on the size of the foil pack an initial amount of adhesive has to be discarded. Discard quantities are: 2 strokes for 330 ml foil pack, 3 strokes for 500 ml foil pack, 65 ml for 1400 ml foil pack.

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Inject adhesive from the back of the borehole without forming air voids

Inject the adhesive starting at the back of the hole, slowly withdrawing the mixer with each trigger pull. Fill holes approximately 2/3 full. It is required that the annular gap between the anchor and the concrete is completely filled with adhesive along the embedment length.

After injection is completed, depressurize the dispenser by pressing the release trigger. This will prevent further adhesive discharge from the mixer.

Overhead installation and/or installation with embedment depth hef > 250mm. For overhead installation the injection is only possible with the aid of extensions and piston plugs. Assemble HIT-RE-M mixer, extension(s) and appropriately sized piston plug HIT-SZ. Insert piston plug to back of the hole and inject adhesive. During injection the piston plug will be naturally extruded out of the bore hole by the adhesive pressure. Under water application: fill borehole completely with mortar.

Setting the element

Before use, verify that the element is dry and free of oil and other contaminants. Mark and set element to the required embedment depth untill working time twork has elapsed.

For overhead installation use piston plugs and fix embedded parts with e.g. wedges HIT-OHW.

Loading the anchor: After required curing time tcure the anchor can be loaded. The applied installation torque shall not exceed Tmax.

For detailed information on installation see instruction for use given with the package of the product.

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Curing time for general conditions Data according ETA-04/0027, issue 2013-06-26

Temperature of the base material

Working time in which anchor can be inserted and adjusted tgel

Curing time before anchor can be fully loaded tcure

40 °C 12 min 4 h 30 °C to 39 °C 12 min 8 h 20 °C to 29 °C 20 min 12 h 15 °C to 19 °C 30 min 24 h 10 °C to 14 °C 90 min 48 h 5 °C to 9 °C 120 min 72 h

For dry concrete curing times may be reduced according to the following table. For installation temperatures below +5 °C all load values have to be reduced according to the load reduction factors given below. Curing time for dry concrete

Additional Hilti technical data Temperature

of the base material

Working time in which anchor can be inserted

and adjusted tgel

Reduced curing time before anchor can be fully loaded tcure,dry

Load reduction factor

40 °C 12 min 4 h 1 30 °C 12 min 8 h 1 20 °C 20 min 12 h 1 15 °C 30 min 18 h 1 10 °C 90 min 24 h 1 5 °C 120 min 36 h 1 0 °C 3 h 50 h 0,7 -5 °C 4 h 72 h 0,6

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Setting details Data according ETA-04/0027, issue 2013-06-26 Additional Hilti

technical data Anchor size M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M39 Nominal diameter of drill bit d0 [mm] 10 12 14 18 24 28 30 35 37 40 42

Effective anchorage and drill hole depth range a)

hef ,min [mm] 40 40 48 64 80 96 108 120 132 144 156

hef ,max [mm] 160 200 240 320 400 480 540 600 660 720 780

Minimum base material thickness hmin [mm] hef + 30 mm

≥ 100 mm hef + 2 d0

Diameter of clearance hole in the fixture df [mm] 9 12 14 18 22 26 30 33 36 39 42

Minimum spacing smin [mm] 40 50 60 80 100 120 135 150 165 180 195 Minimum edge distance cmin [mm] 40 50 60 80 100 120 135 150 165 180 195

Critical spacing for splitting failure scr,sp 2 ccr,sp

Critical edge distance for splitting failure b) ccr,sp [mm]

1,0 hef for h / hef ≥ 2,0

4,6 hef - 1,8 h for 2,0 > h / hef > 1,3

2,26 hef for h / hef ≤ 1,3

Critical spacing for concrete cone failure scr,N 2 ccr,N

Critical edge distance for concrete cone failure c)

ccr,N 1,5 hef

Torque moment d) Tmax [Nm] 10 20 40 80 150 200 270 300 330 360 390

For spacing (edge distance) smaller than critical spacing (critical edge distance) the design loads have to be reduced.

a) hef ,min ≤ hef ≤ hef ,max (hef : embedment depth)

b) h: base material thickness (h ≥ hmin)

c) The critical edge distance for concrete cone failure depends on the embedment depth hef and the design bond resistance. The simplified formula given in this table is on the save side.

d) This is the maximum recommended torque moment to avoid splitting failure during installation for anc hors with minimum spacing and/or edge distance.

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Simplified design method Simplified version of the design method according ETAG 001, TR 029. Design resistance according data given in ETA-04/0027, issue 2009-05-20.

Influence of concrete strength Influence of edge distance Influence of spacing Valid for a group of two anchors. (The method may also be applied for anchor groups with more than two

anchors or more than one edge distance. The influencing factors must then be considered for each edge distance and spacing. The calculated design loads are then on the save side: They will be lower than the exact values according ETAG 001, TR 029. To avoid this, it is recommended to use the anchor design software PROFIS anchor)

The design method is based on the following simplification: No different loads are acting on individual anchors (no eccentricity)

The values are valid for one anchor. For more complex fastening applications please use the anchor design software PROFIS Anchor.

Tension loading

The design tensile resistance is the lower value of - Steel resistance: NRd,s

- Combined pull-out and concrete cone resistance: NRd,p = N0

Rd,p fB,p f1,N f2,N f3,N fh,p fre,N

- Concrete cone resistance: NRd,c = N0Rd,c fB f1,N f2,N f3,N fh,N fre,N

- Concrete splitting resistance (only non-cracked concrete): NRd,sp = N0

Rd,c fB f1,sp f2,sp f3,sp fh,N fre,N

Basic design tensile resistance

Design steel resistance NRd,s Data according ETA-04/0027, issue 2013-06-26 Additional Hilti

technical data Anchor size M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M39

NRd,s

HAS 5.8 [kN] 11,3 17,3 25,3 48,0 74,7 106,7 - - - - - HIT-V 5.8 [kN] 12,0 19,3 28,0 52,7 82,0 118,0 153,3 187,3 231,3 272,3 325,3 HAS 8.8 [kN] - - - - - - 231,3 281,3 345,1 404,8 486,9 HIT-V 8.8 [kN] 19,3 30,7 44,7 84,0 130,7 188,0 244,7 299,3 370,1 435,7 520,5 HAS (-E)-R [kN] 12,3 19,8 28,3 54,0 84,0 119,8 75,9 92,0 113,2 132,8 159,8 HIT-V-R [kN] 13,9 21,9 31,6 58,8 92,0 132,1 80,4 98,3 122,6 144,3 172,4 HAS (-E)-HCR [kN] 18,0 28,0 40,7 76,7 120,0 106,7 144,8 175,7 134,8 158,1 190,2 HIT-V-HCR [kN] 19,3 30,7 44,7 84,0 130,7 117,6 152,9 187,1 144,6 170,2 203,3

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Design combined pull-out and concrete cone resistance for anchors a) NRd,p = N0

Rd,p fB,p f1,N f2,N f3,N fh,p fre,N Data according ETA-04/0027, issue 2013-06-26 Additional Hilti

technical data Anchor size M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M39 Typical embedment depth hef,typ [mm] 80 90 110 125 170 210 240 270 300 330 360

Hammer drilling

+ Hilti hollow

drill bit

N0Rd,p

[kN] Temp range I 15.3 21.5 31.6 44.9 76.3 105.6 135.7 157.5 171,0 203,3 232,9

N0Rd,p

[kN] Temp range II 12.4 17.5 25.7 35.9 61.0 82.9 106.6 133.3 136,8 162,6 186,3

N0Rd,p

[kN] Temp range III

7.7 10.8 15.8 22.4 35.6 52.8 63.0 78.8 82,1 97,6 111,8

Diamond coring

N0Rd,p

[kN] Temp range I 14.5 20.4 29.9 35.9 56.0 75.4 87.2 103.0 - - -

N0Rd,p

[kN] Temp range II 12.3 17.3 25.3 28.4 45.8 60.3 67.9 78.8 - - -

N0Rd,p

[kN] Temp range III

7.3 10.2 15.0 16.5 25.4 33.9 43.6 48.5 - - -

a) Additional Hilti technical data (not part of ETA-04/0027, issue 2013-06-26): The design values for combined pull-out and concrete cone resistance may be increased by 20 % for anchor

installation in dry concrete (concrete not in contact with water before/during installation and curing). Design concrete cone resistance a) NRd,c = N0

Rd,c fB f1,N f2,N f3,N fh,N fre,N Design splitting resistance NRd,sp a) = N0

Rd,c fB f1,sp f2,sp f3,sp f h,N fre,N Data according ETA-04/0027, issue 2013-06-26 Additional Hilti

technical data Anchor size M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M39 N0

Rd,c [kN] 17,2 20,5 27,7 33,6 53,3 73,2 89,4 106,7 125,0 144,2 164,3 a) Additional Hilti technical data (not part of ETA-04/0027, issue -2013-06-26): The design values for concrete cone and splitting resistance may be increased by 20 % for anchor installation

in dry concrete (concrete not in contact with water before/during installation and curing). Influencing factors

Influence of concrete strength on combined pull-out and concrete cone resistance Concrete strength designation (ENV 206) C 20/25 C 25/30 C 30/37 C 35/45 C 40/50 C 45/55 C 50/60

fB,p = (fck,cube/25N/mm²)0,1 a) 1 1,02 1,04 1,06 1,07 1,08 1,09 a) fck,cube = concrete compressive strength, measured on cubes with 150 mm side length Influence of embedment depth on combined pull-out and concrete cone resistance

fh,p = hef/hef,typ

Influence of concrete strength on concrete cone resistance

Concrete strength designation (ENV 206) C 20/25 C 25/30 C 30/37 C 35/45 C 40/50 C 45/55 C 50/60

fB = (fck,cube/25N/mm²)1/2 a) 1 1,1 1,22 1,34 1,41 1,48 1,55 a) fck,cube = concrete compressive strength, measured on cubes with 150 mm side length

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Influence of edge distance a)

c/ccr,N 0,1 0,2 0,3 0,4 0,5 0,6 0,7 0,8 0,9 1

c/ccr,sp

f1,N = 0,7 + 0,3 c/ccr,N 0,73 0,76 0,79 0,82 0,85 0,88 0,91 0,94 0,97 1

f1,sp = 0,7 + 0,3 c/ccr,sp

f2,N = 0,5 (1 + c/ccr,N) 0,55 0,60 0,65 0,70 0,75 0,80 0,85 0,90 0,95 1

f2,sp = 0,5 (1 + c/ccr,sp) a) The the edge distance shall not be smaller than the minimum edge distance c min given in the table with the

setting details. These influencing factors must be considered for every edge distance smaller than the critical edge distance.

Influence of anchor spacing a)

s/scr,N

0,1 0,2 0,3 0,4 0,5 0,6 0,7 0,8 0,9 1 s/scr,sp f3,N = 0,5 (1 + s/scr,N)

0,55 0,60 0,65 0,70 0,75 0,80 0,85 0,90 0,95 1 f3,sp = 0,5 (1 + s/scr,sp)

a) The anchor spacing shall not be smaller than the minimum anchor spacing s min given in the table with the setting details. This influencing factor must be considered for every anchor spacing.

Influence of embedment depth on concrete cone resistance

fh,N = (hef/hef,typ)1,5

Influence of reinforcement hef [mm] 40 50 60 70 80 90 ≥ 100 fre,N = 0,5 + hef /200mm ≤ 1 0,7 a) 0,75 a) 0,8 a) 0,85 a) 0,9 a) 0,95 a) 1

a) This factor applies only for dense reinforcement. If in the area of anchorage there is reinforcement with a spacing ≥ 150 mm (any diameter) or with a diameter ≤ 10 mm and a spacing ≥ 100 mm, then a factor fre = 1 may be applied.

Shear loading

The design shear resistance is the lower value of - Steel resistance: VRd,s

- Concrete pryout resistance: VRd,cp = k lower value of NRd,p and NRd,c

- Concrete edge resistance: VRd,c = V0Rd,c fB fß f h f4 f hef fc

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Basic design shear resistance Design steel resistance VRd,s Data according ETA-04/0027, issue 2013-06-26 Additional Hilti

technical data Anchor size M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M39

VRd,s

HAS 5.8 [kN] 6,8 10,4 15,2 28,8 44,8 64,0 - - - - - HIT-V 5.8 [kN] 7,2 12,0 16,8 31,2 48,8 70,4 92,0 112,0 138,8 163,4 195,2 HAS 8.8 [kN] - - - - - - 139,2 168,8 207,0 242,9 292,2 HIT-V 8.8 [kN] 12,0 18,4 27,2 50,4 78,4 112,8 147,2 179,2 222,1 261,4 312,3 HAS (-E)-R [kN] 7,7 12,2 17,3 32,7 50,6 71,8 45,8 55,5 67,9 79,7 95,9 HIT-V-R [kN] 8,3 12,8 19,2 35,3 55,1 79,5 48,3 58,8 72,9 85,8 102,5 HAS (-E)-HCR [kN] 10,4 16,8 24,8 46,4 72,0 64,0 86,9 105,7 80,9 94,9 114,1 HIT-V-HCR [kN] 12,0 18,4 27,2 50,4 78,4 70,9 92,0 112,0 86,8 102,1 122,0

Design concrete pryout resistance VRd,cp = lower valuea) of k NRd,p and k NRd,c

k = 1 for hef < 60 mm k = 2 for hef ≥ 60 mm

a) NRd,p: Design combined pull-out and concrete cone resistance NRd,c: Design concrete cone resistance

Design concrete edge resistance VRd,c = V0

Rd,c fB fß f h f4 f hef fc Anchor size M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M39 Non-cracked concrete V0

Rd,c [kN] 5,9 8,6 11,6 18,7 27,0 36,6 44,5 53,0 62,1 71,7 81,9 Influencing factors

Influence of concrete strength

Concrete strength designation (ENV 206) C 20/25 C 25/30 C 30/37 C 35/45 C 40/50 C 45/55 C 50/60

fB = (fck,cube/25N/mm²)1/2 a) 1 1,1 1,22 1,34 1,41 1,48 1,55 a) fck,cube = concrete compressive strength, measured on cubes with 150 mm side length Influence of angle between load applied and the direction perpendicular to the free edge

Angle ß 0° 10° 20° 30° 40° 50° 60° 70° 80° ≥ 90°

22

5,2sincos

1

VV

f

1 1,01 1,05 1,13 1,24 1,40 1,64 1,97 2,32 2,50

Influence of base material thickness

h/c 0,15 0,3 0,45 0,6 0,75 0,9 1,05 1,2 1,35 ≥ 1,5 f h = {h/(1,5 c)} 1/2 ≤ 1 0,32 0,45 0,55 0,63 0,71 0,77 0,84 0,89 0,95 1,00

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Influence of anchor spacing and edge distance a) for concrete edge resistance: f4 f4 = (c/hef)1,5 (1 + s / [3 c]) 0,5

c/hef Single anchor

Group of two anchors s/hef 0,75 1,50 2,25 3,00 3,75 4,50 5,25 6,00 6,75 7,50 8,25 9,00 9,75 10,50 11,25

0,50 0,35 0,27 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,75 0,65 0,43 0,54 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 1,00 1,00 0,63 0,75 0,88 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,25 1,40 0,84 0,98 1,12 1,26 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,50 1,84 1,07 1,22 1,38 1,53 1,68 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,75 2,32 1,32 1,49 1,65 1,82 1,98 2,15 2,32 2,32 2,32 2,32 2,32 2,32 2,32 2,32 2,32 2,00 2,83 1,59 1,77 1,94 2,12 2,30 2,47 2,65 2,83 2,83 2,83 2,83 2,83 2,83 2,83 2,83 2,25 3,38 1,88 2,06 2,25 2,44 2,63 2,81 3,00 3,19 3,38 3,38 3,38 3,38 3,38 3,38 3,38 2,50 3,95 2,17 2,37 2,57 2,77 2,96 3,16 3,36 3,56 3,76 3,95 3,95 3,95 3,95 3,95 3,95 2,75 4,56 2,49 2,69 2,90 3,11 3,32 3,52 3,73 3,94 4,15 4,35 4,56 4,56 4,56 4,56 4,56 3,00 5,20 2,81 3,03 3,25 3,46 3,68 3,90 4,11 4,33 4,55 4,76 4,98 5,20 5,20 5,20 5,20 3,25 5,86 3,15 3,38 3,61 3,83 4,06 4,28 4,51 4,73 4,96 5,18 5,41 5,63 5,86 5,86 5,86 3,50 6,55 3,51 3,74 3,98 4,21 4,44 4,68 4,91 5,14 5,38 5,61 5,85 6,08 6,31 6,55 6,55 3,75 7,26 3,87 4,12 4,36 4,60 4,84 5,08 5,33 5,57 5,81 6,05 6,29 6,54 6,78 7,02 7,26 4,00 8,00 4,25 4,50 4,75 5,00 5,25 5,50 5,75 6,00 6,25 6,50 6,75 7,00 7,25 7,50 7,75 4,25 8,76 4,64 4,90 5,15 5,41 5,67 5,93 6,18 6,44 6,70 6,96 7,22 7,47 7,73 7,99 8,25 4,50 9,55 5,04 5,30 5,57 5,83 6,10 6,36 6,63 6,89 7,16 7,42 7,69 7,95 8,22 8,49 8,75 4,75 10,35 5,45 5,72 5,99 6,27 6,54 6,81 7,08 7,36 7,63 7,90 8,17 8,45 8,72 8,99 9,26 5,00 11,18 5,87 6,15 6,43 6,71 6,99 7,27 7,55 7,83 8,11 8,39 8,66 8,94 9,22 9,50 9,78 5,25 12,03 6,30 6,59 6,87 7,16 7,45 7,73 8,02 8,31 8,59 8,88 9,17 9,45 9,74 10,02 10,31 5,50 12,90 6,74 7,04 7,33 7,62 7,92 8,21 8,50 8,79 9,09 9,38 9,67 9,97 10,26 10,55 10,85

a) The anchor spacing and the edge distance shall not be smaller than the minimum anchor spacing s min and the minimum edge distance cmin. Influence of embedment depth

hef/d 4 4,5 5 6 7 8 9 10 11 f hef = 0,05 (hef / d)1,68 0,51 0,63 0,75 1,01 1,31 1,64 2,00 2,39 2,81

hef/d 12 13 14 15 16 17 18 19 20 f hef = 0,05 (hef / d)1,68 3,25 3,72 4,21 4,73 5,27 5,84 6,42 7,04 7,67

Influence of edge distance a)

c/d 4 6 8 10 15 20 30 40 fc = (d / c)0,19 0,77 0,71 0,67 0,65 0,60 0,57 0,52 0,50

a) The edge distance shall not be smaller than the minimum edge distance c min.

Combined tension and shear loading for hammer drilling or hollow drill bit For combined tension and shear loading see section “Anchor Design”. Precalculated values Recommended loads can be calculated by dividing the design resistance by an overall partial safety factor for action = 1,4. The partial safety factors for action depend on the type of loading and shall be taken from national regulations.

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Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I Data according ETA-04/0027, issue 2013-06-26 Additional Hilti

technical data Anchor size M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M39 Embedment depth hef ,1 = [mm] 48 60 72 96 120 144 162 180 198 216 234 Base material thickness hmin= [mm] 100 100 102 132 168 200 222 250 272 296 324

Tensile NRd: single anchor, no edge effects HIT-V 5.8 HIT-V 8.8 HIT-V-R HIT-V-HCR

[kN] 8,0 11,2 14,7 22,6 31,6 41,6 49,6 58,1 67,0 76,3 86,1

Shear VRd: single anchor, no edge effects, without lever arm HIT-V 5.8 [kN] 7,2 12,0 16,8 31,2 48,8 70,4 92,0 112,0 138,8 163,4 195,2 HIT-V 8.8 [kN] 11,2 18,4 27,2 50,4 78,4 112,8 138,8 162,6 187,6 213,8 241,0 HIT-V-R [kN] 8,3 12,8 19,2 35,3 55,1 79,5 48,3 58,8 72,9 85,8 102,5 HIT-V-HCR [kN] 11,2 18,4 27,2 50,4 78,4 70,9 92,0 112,0 86,8 102,1 122,0

Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I Data according ETA-04/0027, issue 2013-06-26 Additional Hilti

technical data Anchor size M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M39 Embedment depth hef ,1 = [mm] 48 60 72 96 120 144 162 180 198 216 234 Base material thickness hmin= [mm] 100 100 102 132 168 200 222 250 272 296 324 Edge distance c = cmin= [mm] 40 50 60 80 100 120 135 150 165 180 195

Tensile NRd: single anchor, min. edge distance (c = cmin) HIT-V 5.8 HIT-V 8.8 HIT-V-R HIT-V-HCR

[kN] 5,4 7,3 8,5 12,9 18,2 23,8 28,2 33,2 38,1 43,4 49,2

Shear VRd: single anchor, min. edge distance (c = cmin) , without lever arm HIT-V 5.8 HIT-V 8.8 HIT-V-R HIT-V-HCR

[kN] 3,4 4,9 6,7 10,8 15,7 21,4 26,0 31,1 36,5 42,2 48,3

Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I (load values are valid for single anchor) Data according ETA-04/0027, issue 2013-06-26 Additional Hilti

technical data Anchor size M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M39 Embedment depth hef ,1 = [mm] 48 60 72 96 120 144 162 180 198 216 234 Base material thickness hmin= [mm] 100 100 102 132 168 200 222 250 272 296 324 Spacing s = smin= [mm] 40 50 60 80 100 120 135 150 165 180 195

Tensile NRd: double anchor, no edge effects, min. spacing (s = smin) HIT-V 5.8 HIT-V 8.8 HIT-V-R HIT-V-HCR

[kN] 5,1 7,0 8,8 13,5 19,0 24,9 29,6 34,8 40,1 45,6 51,5

Shear VRd: double anchor, no edge effects, min. spacing (s = smin) , without lever arm HIT-V 5.8 [kN] 7,2 12,0 16,8 31,2 48,8 70,4 88,7 103,9 119,9 136,6 154,0 HIT-V 8.8 [kN] 7,2 18,4 26,3 40,5 56,5 74,3 88,7 103,9 119,9 136,6 154,0 HIT-V-R [kN] 7,2 12,8 19,2 35,3 55,1 74,3 48,3 58,8 72,9 85,8 102,5 HIT-V-HCR [kN] 7,2 18,4 26,3 40,5 56,5 70,9 88,7 103,9 86,8 102,1 122,0

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Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I Data according ETA-04/0027, issue 2013-06-26 Additional Hilti

technical data Anchor size M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M39 Embedment depth hef ,typ = [mm] 80 90 110 125 170 210 240 270 300 330 360 Base material thickness hmin= [mm] 110 120 140 161 218 266 300 340 374 410 450

Tensile NRd: single anchor, no edge effects HIT-V 5.8 [kN] 12,0 19,3 27,7 33,6 53,3 73,2 89,4 106,7 125,0 144,2 164,3 HIT-V 8.8 [kN] 15,3 20,5 27,7 33,6 53,3 73,2 89,4 106,7 125,0 144,2 164,3 HIT-V-R [kN] 13,9 20,5 27,7 33,6 53,3 73,2 80,4 98,3 122,6 144,2 164,3 HIT-V-HCR [kN] 15,3 20,5 27,7 33,6 53,3 73,2 89,4 106,7 125,0 144,2 164,3 Shear VRd: single anchor, no edge effects, without lever arm HIT-V 5.8 [kN] 7,2 12,0 16,8 31,2 48,8 70,4 92,0 112,0 138,8 163,4 195,2 HIT-V 8.8 [kN] 12,0 18,4 27,2 50,4 78,4 112,8 147,2 179,2 222,1 261,4 312,3 HIT-V-R [kN] 8,3 12,8 19,2 35,3 55,1 79,5 48,3 58,8 72,9 85,8 102,5 HIT-V-HCR [kN] 12,0 18,4 27,2 50,4 78,4 70,9 92,0 112,0 86,8 102,1 122,0

Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I Data according ETA-04/0027, issue 2013-06-26 Additional Hilti

technical data Anchor size M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M39 Embedment depth hef ,typ = [mm] 80 90 110 125 170 210 240 270 300 330 360 Base material thickness hmin= [mm] 110 120 140 161 218 266 300 340 374 410 450 Edge distance c = cmin= [mm] 40 50 60 80 100 120 135 150 165 180 195

Tensile NRd: single anchor, min. edge distance (c = cmin) HIT-V 5.8 HIT-V 8.8 HIT-V-R HIT-V-HCR

[kN] 8,2 10,0 13,3 16,9 26,1 35,6 43,3 51,4 60,0 69,1 78,6

Shear VRd: single anchor, min. edge distance (c = cmin) , without lever arm HIT-V 5.8 HIT-V 8.8 HIT-V-R HIT-V-HCR

[kN] 3,7 5,3 7,3 11,5 17,2 23,6 29,0 34,8 41,1 47,8 54,9

Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I (load values are valid for single anchor) Data according ETA-04/0027, issue 2013-06-26 Additional Hilti

technical data Anchor size M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M39 Embedment depth hef ,typ = [mm] 80 90 110 125 170 210 240 270 300 330 360 Base material thickness hmin= [mm] 110 120 140 161 218 266 300 340 374 410 450 Spacing s = smin= [mm] 40 50 60 80 100 120 135 150 165 180 195

Tensile NRd: double anchor, no edge effects, min. spacing (s = smin) HIT-V 5.8 HIT-V 8.8 HIT-V-R HIT-V-HCR

[kN] 9,3 11,6 15,5 19,2 30,1 41,2 50,3 59,9 70,1 80,8 92,0

Shear VRd: double anchor, no edge effects, min. spacing (s = smin) , without lever arm HIT-V 5.8 [kN] 7,2 12,0 16,8 31,2 48,8 70,4 92,0 112,0 138,8 163,4 195,2 HIT-V 8.8 [kN] 12,0 18,4 27,2 50,4 78,4 112,8 147,2 177,0 207,0 238,5 271,5 HIT-V-R [kN] 8,3 12,8 19,2 35,3 55,1 79,5 48,3 58,8 72,9 85,8 102,5 HIT-V-HCR [kN] 12,0 18,4 27,2 50,4 78,4 70,9 92,0 112,0 86,8 102,1 122,0

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574

Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I Data according ETA-04/0027, issue 2013-06-26 Additional Hilti

technical data Anchor size M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M39 Embedment depth hef ,2 = [mm] 96 120 144 192 240 288 324 360 396 432 468 Base material thickness hmin= [mm] 126 150 174 228 288 344 384 430 470 512 558

Tensile NRd: single anchor, no edge effects HIT-V 5.8 [kN] 12,0 19,3 28,0 52,7 82,0 117,5 140,2 164,3 189,5 215,9 243,5 HIT-V 8.8 [kN] 18,4 28,7 41,4 64,0 89,4 117,5 140,2 164,3 189,5 215,9 243,5 HIT-V-R [kN] 13,9 21,9 31,6 58,8 89,4 117,5 80,4 98,3 122,6 144,3 172,4 HIT-V-HCR [kN] 18,4 28,7 41,4 64,0 89,4 117,5 140,2 164,3 144,6 170,2 203,3 Shear VRd: single anchor, no edge effects, without lever arm HIT-V 5.8 [kN] 7,2 12,0 16,8 31,2 48,8 70,4 92,0 112,0 138,8 163,4 195,2 HIT-V 8.8 [kN] 12,0 18,4 27,2 50,4 78,4 112,8 147,2 179,2 222,1 261,4 312,3 HIT-V-R [kN] 8,3 12,8 19,2 35,3 55,1 79,5 48,3 58,8 72,9 85,8 102,5 HIT-V-HCR [kN] 12,0 18,4 27,2 50,4 78,4 70,9 92,0 112,0 86,8 102,1 122,0

Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I Data according ETA-04/0027, issue 2013-06-26 Additional Hilti

technical data Anchor size M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M39 Embedment depth hef ,2 = [mm] 96 120 144 192 240 288 324 360 396 432 468 Base material thickness hmin= [mm] 126 150 174 228 288 344 384 430 470 512 558 Edge distance c = cmin= [mm] 40 50 60 80 100 120 135 150 165 180 195

Tensile NRd: single anchor, min. edge distance (c = cmin) HIT-V 5.8 HIT-V 8.8 HIT-V-R HIT-V-HCR

[kN] 9,9 14,1 18,6 28,6 40,0 52,6 62,7 73,5 84,8 96,6 108,9

Shear VRd: single anchor, min. edge distance (c = cmin) , without lever arm HIT-V 5.8 HIT-V 8.8 HIT-V-R HIT-V-HCR

[kN] 3,9 5,7 7,8 12,9 18,9 25,9 31,8 38,1 45,0 52,3 60,0

Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I (load values are valid for single anchor) Data according ETA-04/0027, issue 2013-06-26 Additional Hilti

technical data Anchor size M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M39 Embedment depth hef ,2 = [mm] 96 120 144 192 240 288 324 360 396 432 468 Base material thickness hmin= [mm] 126 150 174 228 288 344 384 430 470 512 558 Spacing s = smin= [mm] 40 50 60 80 100 120 135 150 165 180 195

Tensile NRd: double anchor, no edge effects, min. spacing (s = smin) HIT-V 5.8 HIT-V 8.8 HIT-V-R HIT-V-HCR

[kN] 11,5 17,3 22,7 34,9 48,8 64,2 76,6 89,7 103,5 117,9 133,0

Shear VRd: double anchor, no edge effects, min. spacing (s = smin) , without lever arm HIT-V 5.8 [kN] 7,2 12,0 16,8 31,2 48,8 70,4 92,0 112,0 138,8 163,4 195,2 HIT-V 8.8 [kN] 12,0 18,4 27,2 50,4 78,4 112,8 147,2 179,2 222,1 261,4 312,3 HIT-V-R [kN] 8,3 12,8 19,2 35,3 55,1 79,5 48,3 58,8 72,9 85,8 102,5 HIT-V-HCR [kN] 12,0 18,4 27,2 50,4 78,4 70,9 92,0 112,0 86,8 102,1 122,0

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Hilti HIT-RE 500 mortar with HIS-(R)N sleeve Injection mortar system Benefits

Hilti HIT-RE 500 330 ml foil pack

(also available as 500 ml and 1400 ml foil pack)

- SAFEset technology: drilling and borehole cleaning in one step with Hilti hollow drill bit

- suitable for non-cracked concrete C 20/25 to C 50/60

- high loading capacity - suitable for dry and water

saturated concrete - under water application for

hammer drilled holes - long working time at elevated

temperatures - odourless epoxy

Statik mixer

HIS-(R)N sleeve

Concrete Small edge

distance and spacing

Fire resistance

Corrosion resistance

Diamond drilled holes

Hilti SAFEset technology with hollow drill bit

European Technical Approval

CE conformity

PROFIS Anchor design

software Approvals / certificates Description Authority / Laboratory No. / date of issue European technical approval a) DIBt, Berlin ETA-04/0027 / 2013-06-26

Fire test report IBMB, Brunswick UB 3565 / 4595 / 2006-10-29 UB 3588 / 4825 / 2005-11-15

Assessment report (fire) warringtonfire WF 327804/B / 2013-07-10

a) All data given in this section according ETA-04/0027, issue 2013-06-26. Basic loading data (for a single anchor) All data in this section applies to For details see Simplified design method - Correct setting (See setting instruction) - No edge distance and spacing influence - Steel failure - Screw strength class 8.8 - Base material thickness, as specified in the table - One typical embedment depth, as specified in the table - One anchor material, as specified in the tables - Concrete C 20/25, fck,cube = 25 N/mm² - Temperate range I

(min. base material temperature -40°C, max. long term/short term base material temperature: +24°C/40°C) - Installation temperature range +5°C to +40°C

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Embedment depth and base material thickness for the basic loading data. Mean ultimate resistance, characteristic resistance, design resistance, recommended loads. Anchor size M8 M10 M12 M16 M20 Embedment depth [mm] 90 110 125 170 205 Base material thickness [mm] 120 150 170 230 270

For hammer drilled holes and hollow drill bit: Mean ultimate resistance a): concrete C 20/25 – fck,cube = 25 N/mm², anchor HIS-N Data according ETA-04/0027, issue 2013-06-26

for hammer drilling and hollow drill bit Anchor size M8 M10 M12 M16 M20 Tensile NRu,m HIS-N [kN] 26,3 48,3 70,4 123,9 114,5

Shear VRu,m HIS-N [kN] 13,7 24,2 41,0 62,0 57,8 Characteristic resistance: concrete C 20/25 – fck,cube = 25 N/mm², anchor HIS-N Data according ETA-04/0027, issue 2013-06-26

for hammer drilling and hollow drill bit Anchor size M8 M10 M12 M16 M20 Tensile NRk HIS-N [kN] 25,0 46,0 67,0 111,9 109,0

Shear VRk HIS-N [kN] 13,0 23,0 39,0 59,0 55,0 Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², anchor HIS-N Data according ETA-04/0027, issue 2013-06-26

for hammer drilling and hollow drill bit Anchor size M8 M10 M12 M16 M20 Tensile NRd HIS-N [kN] 16,8 27,7 33,6 53,3 70,6

Shear VRd HIS-N [kN] 10,4 18,4 26,0 39,3 36,7 Recommended loads a): concrete C 20/25 – fck,cube = 25 N/mm², anchor HIS-N Data according ETA-04/0027, issue 2013-06-26

for hammer drilling and hollow drill bit Anchor size M8 M10 M12 M16 M20 Tensile Nrec HIS-N [kN] 12,0 19,8 24,0 38,1 50,4

Shear Vrec HIS-N [kN] 7,4 13,1 18,6 28,1 26,2 a) With overall partial safety factor for action = 1,4. The partial safety factors for action depend on the type of

loading and shall be taken from national regulations.

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For diamond drilling: Mean ultimate resistance a): concrete C 20/25 – fck,cube = 25 N/mm², anchor HIS-N Data according ETA-04/0027, issue 2013-06-26 for diamond drilling Anchor size M8 M10 M12 M16 M20 Tensile NRu,m HIS-N [kN] 26,3 48,3 70,4 123.9 114.5 Shear VRu,m HIS-N [kN] 13,7 24,2 41,0 62,0 57,8

Characteristic resistance: concrete C 20/25 – fck,cube = 25 N/mm², anchor HIS-N Data according ETA-04/0027, issue 2013-06-26 for diamond drilling Anchor size M8 M10 M12 M16 M20 Tensile NRk HIS-N [kN] 25,0 46,0 67,0 111,9 109,0 Shear VRk HIS-N [kN] 13,0 23,0 39,0 59,0 55,0

Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², anchor HIS-N Data according ETA-04/0027, issue 2013-06-26 for diamond drilling Anchor size M8 M10 M12 M16 M20 Tensile NRd HIS-N [kN] 16,7 27,7 33,6 53,3 66,7 Shear VRd HIS-N [kN] 10,4 18,4 26,0 39,3 36,7

Recommended loads a): concrete C 20/25 – fck,cube = 25 N/mm², anchor HIS-N Data according ETA-04/0027, issue 2013-06-26 for diamond drilling Anchor size M8 M10 M12 M16 M20 Tensile Nrec HIS-N [kN] 11,9 19,8 24,0 38,1 47,6 Shear Vrec HIS-N [kN] 7,4 13,1 18,6 28,1 26,2

a) With overall partial safety factor for action = 1,4. The partial safety factors for action depend on the type of loading and shall be taken from national regulations.

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Service temperature range Hilti HIT-RE 500 injection mortar may be applied in the temperature ranges given below. An elevated base material temperature may lead to a reduction of the design bond resistance.

Temperature range Base material temperature

Maximum long term base material temperature

Maximum short term base material temperature

Temperature range I -40 °C to +40 °C +24 °C +40 °C Temperature range II -40 °C to +58 °C +35 °C +58 °C Temperature range III -40 °C to +70 °C +43 °C +70 °C

Max short term base material temperature Short-term elevated base material temperatures are those that occur over brief intervals, e.g. as a result of diurnal cycling.

Max long term base material temperature Long-term elevated base material temperatures are roughly constant over significant periods of time. Materials Mechanical properties of HIS-(R)N Data according ETA-04/0027, issue 2013-06-26 Anchor size M8 M10 M12 M16 M20

Nominal tensile strength fuk

HIS-N [N/mm²] 490 490 460 460 460 Screw 8.8 [N/mm²] 800 800 800 800 800 HIS-RN [N/mm²] 700 700 700 700 700 Screw A4-70 [N/mm²] 700 700 700 700 700

Yield strength fy k

HIS-N [N/mm²] 410 410 375 375 375 Screw 8.8 [N/mm²] 640 640 640 640 640 HIS-RN [N/mm²] 350 350 350 350 350 Screw A4-70 [N/mm²] 450 450 450 450 450

Stressed cross-section As

HIS-(R)N [mm²] 51,5 108,0 169,1 256,1 237,6

Screw [mm²] 36,6 58 84,3 157 245

Moment of resistance W

HIS-(R)N [mm³] 145 430 840 1595 1543 Screw [mm³] 31,2 62,3 109 277 541

Material quality Part Material internally threaded sleeves a)

HIS-N C-steel 1.0718, steel galvanized 5 m

internally threaded sleeves b) HIS-RN stainless steel 1.4401 and 1.4571

a) related fastening screw: strength class 8.8, A5 > 8% Ductile steel galvanized 5 m

b) related fastening screw: strength class 70, A5 > 8% Ductile stainless steel 1.4401; 1.4404; 1.4578; 1.4571; 1.4439; 1.4362

Anchor dimensions Anchor size M8 M10 M12 M16 M20 Internal sleeve HIS-(R)N M8x90 M10x110 M12x125 M16x170 M20x205

Anchor embedment depth [mm] 90 110 125 170 205

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Setting installation equipment Anchor size M8 M10 M12 M16 M20 Rotary hammer TE 2 – TE 16 TE 40 – TE 70 Other tools compressed air gun or blow out pump, set of cleaning brushes, dispenser Additional Hilti recommended tools DD EC-1, DD 100 … DD xxx a)

a) For anchors in diamond drilled holes load values for combined pull-out and concrete cone resistance have to be reduced (see section “Setting instruction”)

Setting instruction

Bore hole drilling a) Hilti hollow drill bit (for dry and wet concrete only)

Drill hole to the required embedment depth with an appropriately sized Hilti TE-CD or TE-YD hollow drill bit with Hilti vacuum attachment. This drilling system removes the dust and cleans the bore hole during drilling when used in accordance with the user’s manual. After drilling is complete, proceed to the “injection preparation” step in the instructions for use.

b) Hammer drilling (dry or wet concrete and installation in flooded holes (no sea water))

Drill Hole to the required embedment depth with a hammer drill set in rotation-hammer mode using an appropriately sized carbide drill bit.

c) Diamond coring (for dry and wet concrete only)

Diamond coring is permissible when diamond core drilling machine and the corresponding core bit are used.

Bore hole cleaning Just before setting an anchor, the bore hole must be free of dust and debris.

a) Manual Cleaning (MC) non-cracked concrete only for bore hole diameters d0 ≤ 20mm and bore hole depth h0 ≤ 20d or h0 ≤ 250 mm (d = diameter of element)

The Hilti manual pump may be used for blowing out bore holes up to diameters d0 ≤ 20 mm and embedment depths up to hef ≤ 10d. Blow out at least 4 times from the back of the bore hole until return air stream is free of noticeable dust

Brush 4 times with the specified brush size (brush diameter ≥ bore hole) by inserting the steel brush Hilti HIT-RB to the back of the hole (if needed with extension) in a twisting motion and removing it. The brush must produce natural resistance as it enters the bore hole - if not the brush is too small and must be replaced with the proper brush diameter.

Blow out again with manual pump at least 4 times until return air stream is free of noticeable dust.

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b) Compressed air cleaning (CAC) for all bore hole diameters d0 and all bore hole depth h0

Blow 2 times from the back of the hole (if needed with nozzle extension) over the hole length with oil-free compressed air (min. 6 bar at 6 m³/h) until return air stream is free of noticeable dust. Bore hole diameter ≥ 32 mm the compressor must supply a minimum air flow of 140 m³/hour.

Brush 2 times with the specified brush size by inserting the steel brush Hilti HIT-RB to the back of the hole (if needed with extension) in a twisting motion and removing it. The brush must produce natural resistance as it enters the bore hole - if not the brush is too small and must be replaced with the proper brush diameter.

Blow again with compressed air 2 times until return air stream is free of noticeable dust.

c) Cleaning for under water for all bore hole diameters d0 and all bore hole depth h0

Flush 2 times the hole by inserting a water hose (water-line pressure) to the back of the hole until water runs clear.

Brush 2 times with the specified brush size by inserting the steel brush Hilti HIT-RB to the back of the hole (if needed with extension) in a twisting motion and removing it. The brush must produce natural resistance as it enters the bore hole - if not the brush is too small and must be replaced with the proper brush diameter.

Flush again 2 times the hole by inserting a water hose (water-line pressure) to the back of the hole until water runs clear.

d) Cleaning of hammer drilled holes and diamond cored holes for all bore hole diameters d0 and all bore hole depth h0

Flush 2 times the hole by inserting a water hose (water-line pressure) to the back of the hole until water runs clear.

Brush 2 times with the specified brush size by inserting the steel brush Hilti HIT-RB to the back of the hole (if needed with extension) in a twisting motion and removing it. The brush must produce natural resistance as it enters the bore hole - if not the brush is too small and must be replaced with the proper brush diameter.

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Flush again 2 times the hole by inserting a water hose (water-line pressure) to the back of the hole until water runs clear.

Blow 2 times from the back of the hole (if needed with nozzle extension) over the hole length with oil-free compressed air (min. 6 bar at 6 m³/h) until return air stream is free of noticeable dust and water. Bore hole diameter ≥ 32 mm the compressor must supply a minimum air flow of 140 m³/hour.

Brush 2 times with the specified brush size by inserting the steel brush Hilti HIT-RB to the back of the hole (if needed with extension) in a twisting motion and removing it. The brush must produce natural resistance as it enters the bore hole - if not the brush is too small and must be replaced with the proper brush diameter.

Blow again with compressed air 2 times until return air stream is free of noticeable dust and water.

Injection preparation

Tightly attach new Hilti mixing nozzle HIT-RE-M to foil pack manifold (snug fit). Do not modify the mixing nozzle. Observe the instruction for use of the dispenser and mortar. Check foil pack holder for proper function. Do not use damaged foil packs / holders. Insert foil pack into foil pack holder and put holder into HIT-dispenser.

The foil pack opens automatically as dispensing is initiated. Discard initial adhesive. Depending on the size of the foil pack an initial amount of adhesive has to be discarded. Discard quantities are: 2 strokes for 330 ml foil pack, 3 strokes for 500 ml foil pack, 65 ml for 1400 ml foil pack.

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Inject adhesive from the back of the borehole without forming air voids

Inject the adhesive starting at the back of the hole, slowly withdrawing the mixer with each trigger pull. Fill holes approximately 2/3 full. It is required that the annular gap between the anchor and the concrete is completely filled with adhesive along the embedment length.

After injection is completed, depressurize the dispenser by pressing the release trigger. This will prevent further adhesive discharge from the mixer.

Overhead installation and/or installation with embedment depth hef > 250mm. For overhead installation the injection is only possible with the aid of extensions and piston plugs. Assemble HIT-RE-M mixer, extension(s) and appropriately sized piston plug HIT-SZ. Insert piston plug to back of the hole and inject adhesive. During injection the piston plug will be naturally extruded out of the bore hole by the adhesive pressure. Under water application: fill borehole completely with mortar.

Setting the element

Before use, verify that the element is dry and free of oil and other contaminants. Mark and set element to the required embedment depth untill working time twork has elapsed.

For overhead installation use piston plugs and fix embedded parts with e.g. wedges HIT-OHW.

Loading the anchor: After required curing time tcure the anchor can be loaded. The applied installation torque shall not exceed Tmax.

For detailed information on installation see instruction for use given with the package of the product.

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Curing time for general conditions Data according ETA-04/0027, issue 2013-06-26

Temperature of the base material

Working time in which anchor can be inserted and adjusted tgel

Curing time before anchor can be fully loaded tcure

40 °C 12 min 4 h 30 °C to 39 °C 12 min 8 h 20 °C to 29 °C 20 min 12 h 15 °C to 19 °C 30 min 24 h 10 °C to 14 °C 90 min 48 h 5 °C to 9 °C 120 min 72 h

For dry concrete curing times may be reduced according to the following table. For installation temperatures below +5 °C all load values have to be reduced according to the load reduction factors given below. Curing time for dry concrete

Additional Hilti technical data Temperature

of the base material

Working time in which anchor can be inserted

and adjusted tgel

Reduced curing time before anchor can be fully loaded tcure,dry

Load reduction factor

40 °C 12 min 4 h 1 30 °C 12 min 8 h 1 20 °C 20 min 12 h 1 15 °C 30 min 18 h 1 10 °C 90 min 24 h 1 5 °C 120 min 36 h 1 0 °C 3 h 50 h 0,7 -5 °C 4 h 72 h 0,6

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Setting details Data according ETA-04/0027, issue 2013-06-26 Anchor size M8 M10 M12 M16 M20 Nominal diameter of drill bit d0 [mm] 14 18 22 28 32

Diameter of element d [mm] 12,5 16,5 20,5 25,4 27,6 Effective anchorage and drill hole depth hef [mm] 90 110 125 170 205

Minimum base material thickness hmin [mm] 120 150 170 230 270

Diameter of clearance hole in the fixture df [mm] 9 12 14 18 22

Thread engagement length; min - max hs [mm] 8-20 10-25 12-30 16-40 20-50

Minimum spacing smin [mm] 40 45 55 65 90 Minimum edge distance cmin [mm] 40 45 55 65 90

Critical spacing for splitting failure scr,sp 2 ccr,sp

Critical edge distance for splitting failure a) ccr,sp [mm]

1,0 hef for h / hef ≥ 2,0

4,6 hef - 1,8 h for 2,0 > h / hef > 1,3

2,26 hef for h / hef ≤ 1,3

Critical spacing for concrete cone failure scr,N 2 ccr,N

Critical edge distance for concrete cone failure c)

ccr,N 1,5 hef

Torque moment c) Tmax [Nm] 10 20 40 80 150

For spacing (edge distance) smaller than critical spacing (critical edge distance) the design loads have to be reduced. a) h: base material thickness (h ≥ hmin) b) The critical edge distance for concrete cone failure depends on the embedment depth hef and the design bond

resistance. The simplified formula given in this table is on the save side. c) This is the maximum recommended torque moment to avoid splitting failure during installation for anchors with

minimum spacing and/or edge distance.

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Simplified design method Simplified version of the design method according ETAG 001, TR 029. Design resistance according data given in ETA-04/0027, issue 2013-06-26.

Influence of concrete strength Influence of edge distance Influence of spacing Valid for a group of two anchors. (The method may also be applied for anchor groups with more than two

anchors or more than one edge distance. The influencing factors must then be considered for each edge distance and spacing. The calculated design loads are then on the save side: They will be lower than the exact values according ETAG 001, TR 029. To avoid this, it is recommended to use the anchor design software PROFIS anchor)

The design method is based on the following simplification: No different loads are acting on individual anchors (no eccentricity)

The values are valid for one anchor. For more complex fastening applications please use the anchor design software PROFIS Anchor.

Tension loading

The design tensile resistance is the lower value of - Steel resistance: NRd,s

- Combined pull-out and concrete cone resistance: NRd,p = N0

Rd,p fB,p f1,N f2,N f3,N fh,p fre,N

- Concrete cone resistance: NRd,c = N0Rd,c fB f1,N f2,N f3,N fh,N fre,N

- Concrete splitting resistance (only non-cracked concrete): NRd,sp = N0

Rd,c fB f1,sp f2,sp f3,sp fh,N fre,N

Basic design tensile resistance

Design steel resistance NRd,s Data according ETA-04/0027, issue 2013-06-26 Anchor size M8 M10 M12 M16 M20

NRd,s HIS-N [kN] 16,8 30,7 44,7 80,3 74,1 HIS-RN [kN] 13,9 21,9 31,6 58,8 69,2

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Design combined pull-out and concrete cone resistance a) NRd,p = N0

Rd,p fB,p f1,N f2,N f3,N fh,p fre,N Data according ETA-04/0027, issue 2013-06-26 Anchor size M8 M10 M12 M16 M20 Embedment depth hef [mm] 90 110 125 170 205

Hammer drilling

+ Hilti hollow

drill bit

N0Rd,p

Temp range I [kN] 19,0 28,6 45,2 81,0 95,2

N0Rd,p

Temp range II

[kN] 16,7 23,8 35,7 66,7 81,0

N0Rd,p

Temp. range III

[kN] 9,5 14,3 19,0 35,7 45,2

Diamond coring

N0Rd,p

Temp range I [kN] 22,2 28,6 35,7 54,8 66,7

N0Rd,p

Temp range II

[kN] 19,4 27,8 33,3 45,2 54,8

N0Rd,p

Temp. range III

[kN] 11,1 16,7 22,2 35,7 45,2

a) Additional Hilti technical data (not part of ETA-04/0027, issue 2009-05-20): The design values for combined pull-out and concrete cone resistance may be increased by 20 % for anchor

installation in dry concrete (concrete not in contact with water before/during installation and curing). Design concrete cone resistance a) NRd,c = N0

Rd,c fB f1,N f2,N f3,N fh,N fre,N Design splitting resistance NRd,sp a) = N0

Rd,c fB f1,sp f2,sp f3,sp f h,N fre,N Data according ETA-04/0027, issue 2013-06-26 Anchor size M8 M10 M12 M16 M20 N0

Rd,c [kN] 20,5 27,7 33,6 53,3 70,6 a) Additional Hilti technical data (not part of ETA-04/0027, issue 2009-05-20): The design values for concrete cone and splitting resistance may be increased by 20 % for anchor installation

in dry concrete (concrete not in contact with water before/during installation and curing). Influencing factors

Influence of concrete strength on combined pull-out and concrete cone resistance Concrete strength designation (ENV 206) C 20/25 C 25/30 C 30/37 C 35/45 C 40/50 C 45/55 C 50/60

fB,p = (fck,cube/25N/mm²)0,1 a) 1 1,02 1,04 1,06 1,07 1,08 1,09 a) fck,cube = concrete compressive strength, measured on cubes with 150 mm side length Influence of embedment depth on combined pull-out and concrete cone resistance

fh,p = 1

Influence of concrete strength on concrete cone resistance

Concrete strength designation (ENV 206) C 20/25 C 25/30 C 30/37 C 35/45 C 40/50 C 45/55 C 50/60

fB = (fck,cube/25N/mm²)1/2 a) 1 1,1 1,22 1,34 1,41 1,48 1,55 a) fck,cube = concrete compressive strength, measured on cubes with 150 mm side length

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Influence of edge distance a)

c/ccr,N 0,1 0,2 0,3 0,4 0,5 0,6 0,7 0,8 0,9 1

c/ccr,sp

f1,N = 0,7 + 0,3 c/ccr,N 0,73 0,76 0,79 0,82 0,85 0,88 0,91 0,94 0,97 1

f1,sp = 0,7 + 0,3 c/ccr,sp

f2,N = 0,5 (1 + c/ccr,N) 0,55 0,60 0,65 0,70 0,75 0,80 0,85 0,90 0,95 1

f2,sp = 0,5 (1 + c/ccr,sp) a) The the edge distance shall not be smaller than the minimum edge distance c min given in the table with the

setting details. These influencing factors must be considered for every edge distance smaller than the critical edge distance.

Influence of anchor spacing a)

s/scr,N

0,1 0,2 0,3 0,4 0,5 0,6 0,7 0,8 0,9 1 s/scr,sp f3,N = 0,5 (1 + s/scr,N)

0,55 0,60 0,65 0,70 0,75 0,80 0,85 0,90 0,95 1 f3,sp = 0,5 (1 + s/scr,sp)

a) The anchor spacing shall not be smaller than the minimum anchor spacing s min given in the table with the setting details. This influencing factor must be considered for every anchor spacing.

Influence of embedment depth on concrete cone resistance

fh,N = 1

Influence of reinforcement hef [mm] 80 90 ≥ 100 fre,N = 0,5 + hef /200mm ≤ 1 0,9 a) 0,95 a) 1

a) This factor applies only for dense reinforcement. If in the area of anchorage there is reinforcement with a spacing ≥ 150 mm (any diameter) or with a diameter ≤ 10 mm and a spacing ≥ 100 mm, then a factor fre = 1 may be applied.

Shear loading

The design shear resistance is the lower value of - Steel resistance: VRd,s

- Concrete pryout resistance: VRd,cp = k lower value of NRd,p and NRd,c

- Concrete edge resistance: VRd,c = V0Rd,c fB fß f h f4 f hef fc

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Basic design shear resistance Design steel resistance VRd,s Data according ETA-04/0027, issue 2013-06-26 Anchor size M8 M10 M12 M16 M20

VRd,s HIS-N [kN] 10,4 18,4 26,0 39,3 36,7 HIS-RN [kN] 8,3 12,8 19,2 35,3 41,5

Design concrete pryout resistance VRd,cp = lower valuea) of k NRd,p and k NRd,c

k = 1 for hef < 60 mm k = 2 for hef ≥ 60 mm

a) NRd,p: Design combined pull-out and concrete cone resistance NRd,c: Design concrete cone resistance

Design concrete edge resistance VRd,c = V0

Rd,c fB fß f h f4 f hef fc Anchor size M8 M10 M12 M16 M20 Non-cracked concrete V0

Rd,c [kN] 12,4 19,6 28,2 40,2 46,2 Influencing factors

Influence of concrete strength Concrete strength designation (ENV 206) C 20/25 C 25/30 C 30/37 C 35/45 C 40/50 C 45/55 C 50/60

fB = (fck,cube/25N/mm²)1/2 a) 1 1,1 1,22 1,34 1,41 1,48 1,55 a) fck,cube = concrete compressive strength, measured on cubes with 150 mm side length Influence of angle between load applied and the direction perpendicular to the free edge

Angle ß 0° 10° 20° 30° 40° 50° 60° 70° 80° ≥ 90°

22

5,2sincos

1

VV

f

1 1,01 1,05 1,13 1,24 1,40 1,64 1,97 2,32 2,50

Influence of base material thickness

h/c 0,15 0,3 0,45 0,6 0,75 0,9 1,05 1,2 1,35 ≥ 1,5 f h = {h/(1,5 c)} 1/2 ≤ 1 0,32 0,45 0,55 0,63 0,71 0,77 0,84 0,89 0,95 1,00

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Influence of anchor spacing and edge distance a) for concrete edge resistance: f4 f4 = (c/hef)1,5 (1 + s / [3 c]) 0,5

c/hef Single anchor

Group of two anchors s/hef 0,75 1,50 2,25 3,00 3,75 4,50 5,25 6,00 6,75 7,50 8,25 9,00 9,75 10,50 11,25

0,50 0,35 0,27 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,75 0,65 0,43 0,54 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 1,00 1,00 0,63 0,75 0,88 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,25 1,40 0,84 0,98 1,12 1,26 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,50 1,84 1,07 1,22 1,38 1,53 1,68 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,75 2,32 1,32 1,49 1,65 1,82 1,98 2,15 2,32 2,32 2,32 2,32 2,32 2,32 2,32 2,32 2,32 2,00 2,83 1,59 1,77 1,94 2,12 2,30 2,47 2,65 2,83 2,83 2,83 2,83 2,83 2,83 2,83 2,83 2,25 3,38 1,88 2,06 2,25 2,44 2,63 2,81 3,00 3,19 3,38 3,38 3,38 3,38 3,38 3,38 3,38 2,50 3,95 2,17 2,37 2,57 2,77 2,96 3,16 3,36 3,56 3,76 3,95 3,95 3,95 3,95 3,95 3,95 2,75 4,56 2,49 2,69 2,90 3,11 3,32 3,52 3,73 3,94 4,15 4,35 4,56 4,56 4,56 4,56 4,56 3,00 5,20 2,81 3,03 3,25 3,46 3,68 3,90 4,11 4,33 4,55 4,76 4,98 5,20 5,20 5,20 5,20 3,25 5,86 3,15 3,38 3,61 3,83 4,06 4,28 4,51 4,73 4,96 5,18 5,41 5,63 5,86 5,86 5,86 3,50 6,55 3,51 3,74 3,98 4,21 4,44 4,68 4,91 5,14 5,38 5,61 5,85 6,08 6,31 6,55 6,55 3,75 7,26 3,87 4,12 4,36 4,60 4,84 5,08 5,33 5,57 5,81 6,05 6,29 6,54 6,78 7,02 7,26 4,00 8,00 4,25 4,50 4,75 5,00 5,25 5,50 5,75 6,00 6,25 6,50 6,75 7,00 7,25 7,50 7,75 4,25 8,76 4,64 4,90 5,15 5,41 5,67 5,93 6,18 6,44 6,70 6,96 7,22 7,47 7,73 7,99 8,25 4,50 9,55 5,04 5,30 5,57 5,83 6,10 6,36 6,63 6,89 7,16 7,42 7,69 7,95 8,22 8,49 8,75 4,75 10,35 5,45 5,72 5,99 6,27 6,54 6,81 7,08 7,36 7,63 7,90 8,17 8,45 8,72 8,99 9,26 5,00 11,18 5,87 6,15 6,43 6,71 6,99 7,27 7,55 7,83 8,11 8,39 8,66 8,94 9,22 9,50 9,78 5,25 12,03 6,30 6,59 6,87 7,16 7,45 7,73 8,02 8,31 8,59 8,88 9,17 9,45 9,74 10,02 10,31 5,50 12,90 6,74 7,04 7,33 7,62 7,92 8,21 8,50 8,79 9,09 9,38 9,67 9,97 10,26 10,55 10,85

a) The anchor spacing and the edge distance shall not be smaller than the minimum anchor spacing s min and the minimum edge distance cmin.

Influence of embedment depth

Anchor size M8 M10 M12 M16 M20 f hef = 1,38 1,21 1,04 1,22 1,45

Influence of edge distance a)

c/d 4 6 8 10 15 20 30 40 fc = (d / c)0,19 0,77 0,71 0,67 0,65 0,60 0,57 0,52 0,50

a) The edge distance shall not be smaller than the minimum edge distance c min.

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Combined tension and shear loading for hammer drilling or hollow drill bit For combined tension and shear loading see section “Anchor Design”. Precalculated values Recommended loads can be calculated by dividing the design resistance by an overall partial safety factor for action = 1,4. The partial safety factors for action depend on the type of loading and shall be taken from national regulations. Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I Data according ETA-04/0027, issue 2013-06-26 Anchor size M8 M10 M12 M16 M20 Embedment depth hef = [mm] 90 110 125 170 205 Base material thickness hmin= [mm] 120 150 170 230 270

Tensile NRd: single anchor, no edge effects HIS-N [kN] 16,8 27,7 33,6 53,3 70,6

HIS-RN [kN] 13,9 21,9 31,6 53,3 69,2

Shear VRd: single anchor, no edge effects, without lever arm HIS-N [kN] 10,4 18,4 26,0 39,3 36,7

HIS-RN [kN] 8,3 12,8 19,2 35,3 41,5 Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I Data according ETA-04/0027, issue 2013-06-26 Anchor size M8 M10 M12 M16 M20 Embedment depth hef = [mm] 90 110 125 170 205 Base material thickness hmin= [mm] 120 150 170 230 270 Edge distance c = cmin= [mm] 40 45 55 65 90

Tensile NRd: single anchor, min. edge distance (c = cmin)

HIS-(R)N [kN] 9,4 12,4 15,4 23,5 32,0

Shear VRd: single anchor, min. edge distance (c = cmin) , without lever arm

HIS-(R)N [kN] 4,2 5,5 7,6 10,8 17,2

Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I (load values are valid for single anchor) Data according ETA-04/0027, issue 2013-06-26 Anchor size M8 M10 M12 M16 M20 Embedment depth hef = [mm] 90 110 125 170 205 Base material thickness hmin= [mm] 120 150 170 230 270 Spacing s = smin= [mm] 40 45 55 65 90

Tensile NRd: double anchor, no edge effects, min. spacing (s = smin)

HIS-(R)N [kN] 11,2 15,2 18,5 29,0 38,8

Shear VRd: double anchor, no edge effects, min. spacing (s = smin) , without lever arm HIS-N [kN] 10,4 18,4 26,0 39,3 36,7

HIS-RN [kN] 8,3 12,8 19,2 35,3 41,5

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Hilti HIT-RE 500 mortar with rebar (as anchor) Injection mortar system Benefits

Hilti HIT-RE 500 330 ml foil pack

(also available as 500 ml and 1400 ml foil pack)

- SAFEset technology: drilling and borehole cleaning in one step with Hilti hollow drill bit

- suitable for non-cracked concrete C 20/25 to C 50/60

- high loading capacity - suitable for dry and water

saturated concrete - under water application - large diameter applications - long working time at elevated

temperatures - odourless epoxy - embedment depth range:

from 60 … 160 mm for Ø8 to 128 … 640 mm for Ø32

Statik mixer

rebar BSt 500 S

Concrete Small edge

distance and spacing

Variable embedment

depth

Diamond drilled holes

Hilti SAFEset technology with hollow drill bit

European Technical Approval

CE conformity

PROFIS Anchor design

software

Approvals / certificates Description Authority / Laboratory No. / date of issue European technical approval a) DIBt, Berlin ETA-04/0027 / 2013-06-26

a) All data given in this section according ETA-04/0027, issue 2013-06-26 Basic loading data (for a single anchor) All data in this section applies to For details see Simplified design method - Correct setting (See setting instruction) - No edge distance and spacing influence - Steel failure - Base material thickness, as specified in the table - One typical embedment depth, as specified in the table - One anchor material, as specified in the tables - Concrete C 20/25, fck,cube = 25 N/mm² - Temperate range I

(min. base material temperature -40°C, max. long term/short term base material temperature: +24°C/40°C) - Installation temperature range +5°C to +40°C

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Embedment depth a) and base material thickness for the basic loading data. Mean ultimate resistance, characteristic resistance, design resistance, recommended loads.

ETA-04/0027, issue issue 2013-06-26 Additional Hilti tech.

data Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Ø36 Ø40 Typical embedment depth [mm] 80 90 110 125 125 170 210 270 300 330 360 Base material thickness [mm] 110 120 145 165 165 220 275 340 380 420 470

a) The allowed range of embedment depth is shown in the setting details. The corresponding load values can be calculated according to the simplified design method.

For hammer drilled holes and hollow drill bit: Mean ultimate resistance: concrete C 20/25 – fck,cube = 25 N/mm², anchor rebar BSt 500S ETA-04/0027, issue issue 2013-06-26

for hammer drilling and hollow drill bit

Additional Hilti tech.

data Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Ø36 Ø40 Tensile NRu,m BSt 500 S [kN] 29,4 45,2 65,1 89,3 94,1 149,2 204,9 298,7 349,9 403,6 459,9

Shear VRu,m BSt 500 S [kN] 14,7 23,1 32,6 44,1 57,8 90,3 141,8 177,5 232,1 293,9 362,9 Characteristic resistance: concrete C 20/25 – fck,cube = 25 N/mm², anchor rebar BSt 500 S ETA-04/0027, issue issue 2013-06-26

for hammer drilling and hollow drill bit

Additional Hilti tech.

data Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Ø36 Ø40 Tensile NRk BSt 500 S [kN] 28,0 42,4 58,3 70,6 70,6 111,9 153,7 224,0 262,4 302,7 344,9

Shear VRk BSt 500 S [kN] 14,0 22,0 31,0 42,0 55,0 86,0 135,0 169,0 221,0 279,9 345,6 Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², anchor rebar BSt 500 S ETA-04/0027, issue issue 2013-06-26

for hammer drilling and hollow drill bit

Additional Hilti tech.

data Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Ø36 Ø40 Tensile NRd BSt 500 S [kN] 14,4 20,2 27,7 33,6 33,6 53,3 73,2 106,7 125,0 144,2 164,3

Shear VRd BSt 500 S [kN] 9,3 14,7 20,7 28,0 36,7 57,3 90,0 112,7 147,3 186,6 230,4 Recommended loads a): concrete C 20/25 – fck,cube = 25 N/mm², anchor rebar BSt 500 S ETA-04/0027, issue issue 2013-06-26

for hammer drilling and hollow drill bit

Additional Hilti tech.

data Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Ø36 Ø40 Tensile Nrec BSt 500 S [kN] 10,3 14,4 19,8 24,0 24,0 38,1 52,3 76,2 89,3 103,0 117,3

Shear Vrec BSt 500 S [kN] 6,7 10,5 14,8 20,0 26,2 41,0 64,3 80,5 105,2 133,3 164,6 a) With overall partial safety factor for action = 1,4. The partial safety factors for action depend on the type of

loading and shall be taken from national regulations.

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For diamond drilling: Mean ultimate resistance: concrete C 20/25 – fck,cube = 25 N/mm², anchor rebar BSt 500S ETA-04/0027, issue issue 2013-06-26 for diamond drilling Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 32 Tensile NRu,m BSt 500 S [kN] 29,4 45,0 65,1 68,2 91,8 141,8 178,7 243,2 262,8 Shear VRu,m BSt 500 S [kN] 14,7 23,1 32,6 44,1 57,75 90,3 141,8 177,5 232,1

Characteristic resistance: concrete C 20/25 – fck,cube = 25 N/mm², anchor rebar BSt 500 S ETA-04/0027, issue issue 2013-06-26 for diamond drilling Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 32 Tensile NRu,m BSt 500 S [kN] 24,1 33,9 49,8 51,8 69,1 106,8 134,6 183,2 197,9 Shear VRu,m BSt 500 S [kN] 14,0 22,0 31,0 42,0 55,0 86,0 135,0 169,0 221,0

Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², anchor rebar BSt 500 S ETA-04/0027, issue issue 2013-06-26 for diamond drilling Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 32 Tensile NRu,m BSt 500 S [kN] 13,4 18,9 27,7 28,8 32,9 50,9 64,09 87,3 94,3 Shear VRu,m BSt 500 S [kN] 9,3 14,67 20,7 28,0 36,7 57,3 90,0 112,7 147,3

Recommended loads a): concrete C 20/25 – fck,cube = 25 N/mm², anchor rebar BSt 500 S ETA-04/0027, issue issue 2013-06-26 for diamond drilling Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 32 Tensile NRu,m BSt 500 S [kN] 9,6 13,5 19,8 20,6 23,5 36,3 45,8 62,3 67,3 Shear VRu,m BSt 500 S [kN] 6,7 10,5 14,8 20,0 26,2 41,0 64,3 80,5 105,2

a) With overall partial safety factor for action = 1,4. The partial safety factors for action depend on the type of

loading and shall be taken from national regulations.

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Service temperature range Hilti HIT-RE 500 injection mortar may be applied in the temperature ranges given below. An elevated base material temperature may lead to a reduction of the design bond resistance.

Temperature range Base material temperature

Maximum long term base material temperature

Maximum short term base material temperature

Temperature range I -40 °C to +40 °C +24 °C +40 °C Temperature range II -40 °C to +58 °C +35 °C +58 °C Temperature range III -40 °C to +70 °C +43 °C +70 °C

Max short term base material temperature Short-term elevated base material temperatures are those that occur over brief intervals, e.g. as a result of diurnal cycling.

Max long term base material temperature Long-term elevated base material temperatures are roughly constant over significant periods of time. Materials Mechanical properties of rebar BSt 500S

Data according ETA-04/0027, issue 2013-06-26 Additional Hilti tech.

data Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Ø36 Ø40 Nominal tensile strength fuk

BSt 500 S [N/mm²] 550 550 550 550 550 550 550 550 550 550 550

Yield strength fy k

BSt 500 S [N/mm²] 500 500 500 500 500 500 500 500 500 500 500

Stressed cross-section As

BSt 500 S [mm²] 50,3 78,5 113,1 153,9 201,1 314,2 490,9 615,8 804,2 1018 1257

Moment of resistance W

BSt 500 S [mm³] 50,3 98,2 169,6 269,4 402,1 785,4 1534 2155 3217 4580 6283

Material quality Part Material rebar BSt 500 S

Geometry and mechanical properties according to DIN 488-2:1986 or E DIN 488-2:2006

Setting installation equipment Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Ø36 Rotary hammer TE 2 – TE 16 TE 40 – TE 70 Other tools compressed air gun or blow out pump, set of cleaning brushes, dispenser

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Setting instruction

Bore hole drilling a) Hilti hollow drill bit (for dry and wet concrete only)

Drill hole to the required embedment depth with an appropriately sized Hilti TE-CD or TE-YD hollow drill bit with Hilti vacuum attachment. This drilling system removes the dust and cleans the bore hole during drilling when used in accordance with the user’s manual. After drilling is complete, proceed to the “injection preparation” step in the instructions for use.

b) Hammer drilling (dry or wet concrete and installation in flooded holes (no sea water))

Drill Hole to the required embedment depth with a hammer drill set in rotation-hammer mode using an appropriately sized carbide drill bit.

c) Diamond coring (for dry and wet concrete only)

Diamond coring is permissible when diamond core drilling machine and the corresponding core bit are used.

Bore hole cleaning Just before setting an anchor, the bore hole must be free of dust and debris.

a) Manual Cleaning (MC) non-cracked concrete only for bore hole diameters d0 ≤ 20mm and bore hole depth h0 ≤ 20d or h0 ≤ 250 mm (d = diameter of element)

The Hilti manual pump may be used for blowing out bore holes up to diameters d0 ≤ 20 mm and embedment depths up to hef ≤ 10d. Blow out at least 4 times from the back of the bore hole until return air stream is free of noticeable dust

Brush 4 times with the specified brush size (brush diameter ≥ bore hole) by inserting the steel brush Hilti HIT-RB to the back of the hole (if needed with extension) in a twisting motion and removing it. The brush must produce natural resistance as it enters the bore hole - if not the brush is too small and must be replaced with the proper brush diameter.

Blow out again with manual pump at least 4 times until return air stream is free of noticeable dust.

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b) Compressed air cleaning (CAC) for all bore hole diameters d0 and all bore hole depth h0

Blow 2 times from the back of the hole (if needed with nozzle extension) over the hole length with oil-free compressed air (min. 6 bar at 6 m³/h) until return air stream is free of noticeable dust. Bore hole diameter ≥ 32 mm the compressor must supply a minimum air flow of 140 m³/hour.

Brush 2 times with the specified brush size by inserting the steel brush Hilti HIT-RB to the back of the hole (if needed with extension) in a twisting motion and removing it. The brush must produce natural resistance as it enters the bore hole - if not the brush is too small and must be replaced with the proper brush diameter.

Blow again with compressed air 2 times until return air stream is free of noticeable dust.

c) Cleaning for under water for all bore hole diameters d0 and all bore hole depth h0

Flush 2 times the hole by inserting a water hose (water-line pressure) to the back of the hole until water runs clear.

Brush 2 times with the specified brush size by inserting the steel brush Hilti HIT-RB to the back of the hole (if needed with extension) in a twisting motion and removing it. The brush must produce natural resistance as it enters the bore hole - if not the brush is too small and must be replaced with the proper brush diameter.

Flush again 2 times the hole by inserting a water hose (water-line pressure) to the back of the hole until water runs clear.

d) Cleaning of hammer drilled holes and diamond cored holes for all bore hole diameters d0 and all bore hole depth h0

Flush 2 times the hole by inserting a water hose (water-line pressure) to the back of the hole until water runs clear.

Brush 2 times with the specified brush size by inserting the steel brush Hilti HIT-RB to the back of the hole (if needed with extension) in a twisting motion and removing it. The brush must produce natural resistance as it enters the bore hole - if not the brush is too small and must be replaced with the proper brush diameter.

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Flush again 2 times the hole by inserting a water hose (water-line pressure) to the back of the hole until water runs clear.

Blow 2 times from the back of the hole (if needed with nozzle extension) over the hole length with oil-free compressed air (min. 6 bar at 6 m³/h) until return air stream is free of noticeable dust and water. Bore hole diameter ≥ 32 mm the compressor must supply a minimum air flow of 140 m³/hour.

Brush 2 times with the specified brush size by inserting the steel brush Hilti HIT-RB to the back of the hole (if needed with extension) in a twisting motion and removing it. The brush must produce natural resistance as it enters the bore hole - if not the brush is too small and must be replaced with the proper brush diameter.

Blow again with compressed air 2 times until return air stream is free of noticeable dust and water.

Injection preparation

Tightly attach new Hilti mixing nozzle HIT-RE-M to foil pack manifold (snug fit). Do not modify the mixing nozzle. Observe the instruction for use of the dispenser and mortar. Check foil pack holder for proper function. Do not use damaged foil packs / holders. Insert foil pack into foil pack holder and put holder into HIT-dispenser.

The foil pack opens automatically as dispensing is initiated. Discard initial adhesive. Depending on the size of the foil pack an initial amount of adhesive has to be discarded. Discard quantities are: 2 strokes for 330 ml foil pack, 3 strokes for 500 ml foil pack, 65 ml for 1400 ml foil pack.

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Inject adhesive from the back of the borehole without forming air voids

Inject the adhesive starting at the back of the hole, slowly withdrawing the mixer with each trigger pull. Fill holes approximately 2/3 full. It is required that the annular gap between the anchor and the concrete is completely filled with adhesive along the embedment length.

After injection is completed, depressurize the dispenser by pressing the release trigger. This will prevent further adhesive discharge from the mixer.

Overhead installation and/or installation with embedment depth hef > 250mm. For overhead installation the injection is only possible with the aid of extensions and piston plugs. Assemble HIT-RE-M mixer, extension(s) and appropriately sized piston plug HIT-SZ. Insert piston plug to back of the hole and inject adhesive. During injection the piston plug will be naturally extruded out of the bore hole by the adhesive pressure. Under water application: fill borehole completely with mortar.

Setting the element

Before use, verify that the element is dry and free of oil and other contaminants. Mark and set element to the required embedment depth untill working time twork has elapsed.

For overhead installation use piston plugs and fix embedded parts with e.g. wedges HIT-OHW.

Loading the anchor: After required curing time tcure the anchor can be loaded. The applied installation torque shall not exceed Tmax.

For detailed information on installation see instruction for use given with the package of the product.

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Curing time for general conditions

Data according ETA-04/0027, issue 2013-06-26 Additional Hilti technical data

Temperature of the base material

Working time in which anchor

can be inserted and adjusted tgel

Curing time before anchor

can be fully loaded tcure

Preparation work may continue.

Do not apply design load. tcure, ini

40 °C 12 min 4 h 2 h 30 °C to 39 °C 12 min 8 h 4 h 20 °C to 29 °C 20 min 12 h 6 h 15 °C to 19 °C 30 min 24 h 8 h 10 °C to 14 °C 90 min 48 h 12 h

5 °C to 9 °C 120 min 72 h 18 h For dry concrete curing times may be reduced according to the following table. For installation temperatures below +5 °C all load values have to be reduced according to the load reduction factors given below. Curing time for dry concrete

Additional Hilti technical data Temperature

of the base material

Working time in which anchor can be inserted

and adjusted tgel

Reduced curing time before anchor can be fully loaded tcure,dry

Load reduction factor

40 °C 12 min 4 h 1 30 °C 12 min 8 h 1 20 °C 20 min 12 h 1 15 °C 30 min 18 h 1 10 °C 90 min 24 h 1 5 °C 120 min 36 h 1 0 °C 3 h 50 h 0,7 -5 °C 4 h 72 h 0,6

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601

Setting details

Data according ETA-04/0027, issue 2013-06-26 Additional Hilti tech.

data Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Ø36 Ø40 Nominal diameter of drill bit d0 [mm] 12 14 16 18 20 25 32 35 40 45 55

Effective anchorage and drill hole depth range a)

hef ,min [mm] 60 60 70 75 80 90 100 112 128 144 160

hef ,max [mm] 160 200 240 280 320 400 500 560 640 720 800

Minimum base material thickness hmin [mm] hef + 30 mm

≥ 100 mm hef + 2 d0

Minimum spacing smin [mm] 40 50 60 70 80 100 125 140 160 180 200 Minimum edge distance cmin [mm] 40 50 60 70 80 100 125 140 160 180 200

Critical spacing for splitting failure scr,sp 2 ccr,sp

Critical edge distance for splitting failure b) ccr,sp [mm]

1,0 hef for h / hef ≥ 2,0

4,6 hef - 1,8 h for 2,0 > h / hef > 1,3

2,26 hef for h / hef ≤ 1,3

Critical spacing for concrete cone failure scr,N 2 ccr,N

Critical edge distance for concrete cone failure c)

ccr,N 1,5 hef

For spacing (edge distance) smaller than critical spacing (critical edge distance) the design loads have to be reduced.

a) hef ,min ≤ hef ≤ hef ,max (hef : embedment depth)

b) h: base material thickness (h ≥ hmin)

c) The critical edge distance for concrete cone failure depends on the embedment depth hef and the design bond resistance. The simplified formula given in this table is on the save side.

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Simplified design method Simplified version of the design method according ETAG 001, TR 029. Design resistance according data given in ETA-04/0027, issue 2013-06-26.

Influence of concrete strength Influence of edge distance Influence of spacing Valid for a group of two anchors. (The method may also be applied for anchor groups with more than two

anchors or more than one edge distance. The influencing factors must then be considered for each edge distance and spacing. The calculated design loads are then on the save side: They will be lower than the exact values according ETAG 001, TR 029. To avoid this, it is recommended to use the anchor design software PROFIS anchor)

The design method is based on the following simplification: No different loads are acting on individual anchors (no eccentricity)

The values are valid for one anchor. For more complex fastening applications please use the anchor design software PROFIS Anchor.

Tension loading

The design tensile resistance is the lower value of - Steel resistance: NRd,s

- Combined pull-out and concrete cone resistance: NRd,p = N0

Rd,p fB,p f1,N f2,N f3,N fh,p fre,N

- Concrete cone resistance: NRd,c = N0Rd,c fB f1,N f2,N f3,N fh,N fre,N

- Concrete splitting resistance (only non-cracked concrete): NRd,sp = N0

Rd,c fB f1,sp f2,sp f3,sp fh,N fre,N

Basic design tensile resistance

Design steel resistance NRd,s

Data according ETA-04/0027, issue 2013-06-26 Additional Hilti tech.

data Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Ø36 Ø40 NRd,s BSt 500 S [kN] 20,0 30,7 44,3 60,7 79,3 123,6 192,9 242,1 315,7 400 494

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Design combined pull-out and concrete cone resistance a) NRd,p = N0

Rd,p fB,p f1,N f2,N f3,N fh,p fre,N

Data according ETA-04/0027, issue 2013-06-26 Additional Hilti tech.

data Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Ø36 Ø40 Typical embedment depth hef,typ [mm] 80 90 110 125 125 170 210 270 300 330 360

Hammer drilling

+ Hollow drill

bit

N0Rd,p

Temp. range I [kN] 14,4 20,2 29,6 36,7 41,9 71,2 102,

1 147,

0 186,7 192,8 216,1

N0Rd,p

Temp. range II

[kN] 11,5 16,2 23,7 31,4 32,9 56,0 86,4 113,1 143,6 154,

2 172,9

N0Rd,p

Temp. range III

[kN] 6,7 9,4 13,8 18,3 20,9 33,1 51,1 67,9 86,2 92,5 103,7

Diamond coring

N0Rd,p

Temp. range I [kN] 13.4 18.8 27.6 33.6 32.9 50.9 66.8 90.5 100.5 - -

N0Rd,p

Temp. range II

[kN] 10.6 14.9 21.9 27.5 25.4 40.7 55.0 73.5 79.0 - -

N0Rd,p

Temp. range III

[kN] 6.7 9.4 13.8 16.8 15.0 22.9 31.4 39.6 50.3 - -

a) Additional Hilti technical data (not part of ETA-04/0027, issue 2013-06-26): The design values for combined pull-out and concrete cone resistance may be increased by 20 % for anchor

installation in dry concrete (concrete not in contact with water before/during installation and curing). Design concrete cone resistance a) NRd,c = N0

Rd,c fB f1,N f2,N f3,N fh,N fre,N Design splitting resistance NRd,sp a) = N0

Rd,c fB f1,sp f2,sp f3,sp f h,N fre,N

Data according ETA-04/0027, issue 2013-06-26 Additional Hilti tech.

data Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Ø36 Ø40 N0

Rd,c [kN] 17,2 20,5 27,7 33,6 33,6 53,3 73,2 106,7 125,0 144,2 164,3 a) Additional Hilti technical data (not part of ETA-04/0027, issue 2009-05-20): The design values for concrete cone and splitting resistance may be increased by 20 % for anchor installation

in dry concrete (concrete not in contact with water before/during installation and curing). Influencing factors

Influence of concrete strength on combined pull-out and concrete cone resistance Concrete strength designation (ENV 206) C 20/25 C 25/30 C 30/37 C 35/45 C 40/50 C 45/55 C 50/60

fB,p = (fck,cube/25N/mm²)0,1 a) 1 1,02 1,04 1,06 1,07 1,08 1,09 a) fck,cube = concrete compressive strength, measured on cubes with 150 mm side length Influence of embedment depth on combined pull-out and concrete cone resistance

fh,p = hef/hef,typ

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Influence of concrete strength on concrete cone resistance

Concrete strength designation (ENV 206) C 20/25 C 25/30 C 30/37 C 35/45 C 40/50 C 45/55 C 50/60

fB = (fck,cube/25N/mm²)1/2 a) 1 1,1 1,22 1,34 1,41 1,48 1,55 a) fck,cube = concrete compressive strength, measured on cubes with 150 mm side length Influence of edge distance a)

c/ccr,N 0,1 0,2 0,3 0,4 0,5 0,6 0,7 0,8 0,9 1

c/ccr,sp f1,N = 0,7 + 0,3 c/ccr,N

0,73 0,76 0,79 0,82 0,85 0,88 0,91 0,94 0,97 1 f1,sp = 0,7 + 0,3 c/ccr,sp

f2,N = 0,5 (1 + c/ccr,N)

0,55 0,60 0,65 0,70 0,75 0,80 0,85 0,90 0,95 1 f2,sp = 0,5 (1 + c/ccr,sp)

a) The the edge distance shall not be smaller than the minimum edge distance c min given in the table with the setting details. These influencing factors must be considered for every edge distance smaller than the critical edge distance.

Influence of anchor spacing a)

s/scr,N 0,1 0,2 0,3 0,4 0,5 0,6 0,7 0,8 0,9 1

s/scr,sp f3,N = 0,5 (1 + s/scr,N)

0,55 0,60 0,65 0,70 0,75 0,80 0,85 0,90 0,95 1 f3,sp = 0,5 (1 + s/scr,sp)

a) The anchor spacing shall not be smaller than the minimum anchor spacing s min given in the table with the setting details. This influencing factor must be considered for every anchor spacing.

Influence of embedment depth on concrete cone resistance

fh,N = (hef/hef,typ)1,5

Influence of reinforcement hef [mm] 40 50 60 70 80 90 ≥ 100 fre,N = 0,5 + hef /200mm ≤ 1 0,7 a) 0,75 a) 0,8 a) 0,85 a) 0,9 a) 0,95 a) 1

a) This factor applies only for dense reinforcement. If in the area of anchorage there is reinforcement with a spacing ≥ 150 mm (any diameter) or with a diameter ≤ 10 mm and a spacing ≥ 100 mm, then a factor fre = 1 may be applied.

Shear loading

The design shear resistance is the lower value of - Steel resistance: VRd,s

- Concrete pryout resistance: VRd,cp = k lower value of NRd,p and NRd,c

- Concrete edge resistance: VRd,c = V0Rd,c fB fß f h f4 f hef fc

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Basic design shear resistance Design steel resistance VRd,s

Data according ETA-04/0027, issue 2013-06-26

Additional Hilti

technical data

Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Ø36 Ø40 VRd,s BSt 500 S [kN] 9,3 14,7 20,7 28,0 36,7 57,3 90,0 112,7 147,3 186,6 230,4

Design concrete pryout resistance VRd,cp = lower valuea) of k NRd,p and k NRd,c

k = 2 for hef ≥ 60 mm

a) NRd,p: Design combined pull-out and concrete cone resistance NRd,c: Design concrete cone resistance

Design concrete edge resistance VRd,c = V0

Rd,c fB fß f h f4 f hef fc Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Ø36 Ø40 Non-cracked concrete V0

Rd,c [kN] 5,9 8,6 11,6 15,0 18,7 27,0 39,2 47,3 59,0 71,7 85,5 Influencing factors

Influence of concrete strength

Concrete strength designation (ENV 206) C 20/25 C 25/30 C 30/37 C 35/45 C 40/50 C 45/55 C 50/60

fB = (fck,cube/25N/mm²)1/2 a) 1 1,1 1,22 1,34 1,41 1,48 1,55 a) fck,cube = concrete compressive strength, measured on cubes with 150 mm side length Influence of angle between load applied and the direction perpendicular to the free edge Angle ß 0° 10° 20° 30° 40° 50° 60° 70° 80° ≥ 90°

22

5,2sincos

1

VV

f

1 1,01 1,05 1,13 1,24 1,40 1,64 1,97 2,32 2,50

Influence of base material thickness

h/c 0,15 0,3 0,45 0,6 0,75 0,9 1,05 1,2 1,35 ≥ 1,5 f h = {h/(1,5 c)} 1/2 ≤ 1 0,32 0,45 0,55 0,63 0,71 0,77 0,84 0,89 0,95 1,00

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Influence of anchor spacing and edge distance a) for concrete edge resistance: f4 f4 = (c/hef)1,5 (1 + s / [3 c]) 0,5

c/hef Single anchor

Group of two anchors s/hef 0,75 1,50 2,25 3,00 3,75 4,50 5,25 6,00 6,75 7,50 8,25 9,00 9,75 10,50 11,25

0,50 0,35 0,27 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,35 0,75 0,65 0,43 0,54 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 0,65 1,00 1,00 0,63 0,75 0,88 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,25 1,40 0,84 0,98 1,12 1,26 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,50 1,84 1,07 1,22 1,38 1,53 1,68 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,84 1,75 2,32 1,32 1,49 1,65 1,82 1,98 2,15 2,32 2,32 2,32 2,32 2,32 2,32 2,32 2,32 2,32 2,00 2,83 1,59 1,77 1,94 2,12 2,30 2,47 2,65 2,83 2,83 2,83 2,83 2,83 2,83 2,83 2,83 2,25 3,38 1,88 2,06 2,25 2,44 2,63 2,81 3,00 3,19 3,38 3,38 3,38 3,38 3,38 3,38 3,38 2,50 3,95 2,17 2,37 2,57 2,77 2,96 3,16 3,36 3,56 3,76 3,95 3,95 3,95 3,95 3,95 3,95 2,75 4,56 2,49 2,69 2,90 3,11 3,32 3,52 3,73 3,94 4,15 4,35 4,56 4,56 4,56 4,56 4,56 3,00 5,20 2,81 3,03 3,25 3,46 3,68 3,90 4,11 4,33 4,55 4,76 4,98 5,20 5,20 5,20 5,20 3,25 5,86 3,15 3,38 3,61 3,83 4,06 4,28 4,51 4,73 4,96 5,18 5,41 5,63 5,86 5,86 5,86 3,50 6,55 3,51 3,74 3,98 4,21 4,44 4,68 4,91 5,14 5,38 5,61 5,85 6,08 6,31 6,55 6,55 3,75 7,26 3,87 4,12 4,36 4,60 4,84 5,08 5,33 5,57 5,81 6,05 6,29 6,54 6,78 7,02 7,26 4,00 8,00 4,25 4,50 4,75 5,00 5,25 5,50 5,75 6,00 6,25 6,50 6,75 7,00 7,25 7,50 7,75 4,25 8,76 4,64 4,90 5,15 5,41 5,67 5,93 6,18 6,44 6,70 6,96 7,22 7,47 7,73 7,99 8,25 4,50 9,55 5,04 5,30 5,57 5,83 6,10 6,36 6,63 6,89 7,16 7,42 7,69 7,95 8,22 8,49 8,75 4,75 10,35 5,45 5,72 5,99 6,27 6,54 6,81 7,08 7,36 7,63 7,90 8,17 8,45 8,72 8,99 9,26 5,00 11,18 5,87 6,15 6,43 6,71 6,99 7,27 7,55 7,83 8,11 8,39 8,66 8,94 9,22 9,50 9,78 5,25 12,03 6,30 6,59 6,87 7,16 7,45 7,73 8,02 8,31 8,59 8,88 9,17 9,45 9,74 10,02 10,31 5,50 12,90 6,74 7,04 7,33 7,62 7,92 8,21 8,50 8,79 9,09 9,38 9,67 9,97 10,26 10,55 10,85

a) The anchor spacing and the edge distance shall not be smaller than the minimum anchor spacing s min and the minimum edge distance cmin. Influence of embedment depth

hef/d 4 4,5 5 6 7 8 9 10 11 f hef = 0,05 (hef / d)1,68 0,51 0,63 0,75 1,01 1,31 1,64 2,00 2,39 2,81

hef/d 12 13 14 15 16 17 18 19 20 f hef = 0,05 (hef / d)1,68 3,25 3,72 4,21 4,73 5,27 5,84 6,42 7,04 7,67

Influence of edge distance a)

c/d 4 6 8 10 15 20 30 40 fc = (d / c)0,19 0,77 0,71 0,67 0,65 0,60 0,57 0,52 0,50

a) The edge distance shall not be smaller than the minimum edge distance c min.

Combined tension and shear loading for hammer drilling or hollow drill bit For combined tension and shear loading see section “Anchor Design”. Precalculated values Recommended loads can be calculated by dividing the design resistance by an overall partial safety factor for action = 1,4. The partial safety factors for action depend on the type of loading and shall be taken from national regulations.

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607

Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I

Data according ETA-04/0027, issue 2013-06-26 Additional Hilti tech.

data Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Ø36 Ø40 Embedment depth hef ,1 = [mm] 60 60 72 84 96 120 150 168 192 216 240 Base material thickness hmin= [mm] 100 100 104 120 136 170 214 238 272 306 350

Tensile NRd: single anchor, no edge effects

BSt 500 S [kN] 10,8 11,2 14,7 18,5 22,6 31,6 44,2 52,4 64,0 76,3 89,4

Shear VRd: single anchor, no edge effects, without lever arm

BSt 500 S [kN] 9,3 14,7 20,7 28,0 36,7 57,3 90,0 112,7 147,3 186,6 230,4

Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I

Data according ETA-04/0027, issue 2013-06-26 Additional Hilti tech.

data Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Ø36 Ø40 Embedment depth hef ,1 = [mm] 60 60 72 84 96 120 150 168 192 216 240 Base material thickness hmin= [mm] 100 100 104 120 136 170 214 238 272 306 350 Edge distance c = cmin= [mm] 40 50 60 70 80 100 125 140 160 180 200

Tensile NRd: single anchor, min. edge distance (c = cmin)

BSt 500 S [kN] 6,5 7,3 8,6 10,8 13,1 18,3 25,6 30,3 37,0 44,1 52,5

Shear VRd: single anchor, min. edge distance (c = cmin) , without lever arm

BSt 500 S [kN] 3,5 4,9 6,7 8,6 10,8 15,7 22,9 27,7 34,6 42,2 50,4

Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I (load values are valid for single anchor)

Data according ETA-04/0027, issue 2013-06-26 Additional Hilti tech.

data Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Ø36 Ø40 Embedment depth hef ,1 = [mm] 60 60 72 84 96 120 150 168 192 216 240 Base material thickness hmin= [mm] 100 100 104 120 136 170 214 238 272 306 350 Spacing s = smin= [mm] 40 50 60 70 80 100 125 140 160 180 200

Tensile NRd: double anchor, no edge effects, min. spacing (s = smin)

BSt 500 S [kN] 6,7 7,0 8,9 11,2 13,6 19,0 26,6 31,5 38,5 45,9 54,1

Shear VRd: double anchor, no edge effects, min. spacing (s = smin) , without lever arm

BSt 500 S [kN] 9,3 14,7 20,7 28,0 36,7 56,5 79,0 93,7 114,4 136,6 159,9

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Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I

Data according ETA-04/0027, issue 2013-06-26 Additional Hilti tech.

data Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Ø36 Ø40 Embedment depth hef ,typ = [mm] 80 90 110 125 125 170 210 270 300 330 360 Base material thickness hmin= [mm] 110 120 142 161 165 220 274 340 380 420 470

Tensile NRd: single anchor, no edge effects

BSt 500 S [kN] 14,4 20,2 27,7 33,6 33,6 53,3 73,2 106,7 125,0 144,2 164,3

Shear VRd: single anchor, no edge effects, without lever arm

BSt 500 S [kN] 9,3 14,7 20,7 28,0 36,7 57,3 90,0 112,7 147,3 186,6 230,4

Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I

Data according ETA-04/0027, issue 2013-06-26 Additional Hilti tech.

data Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Ø36 Ø40 Embedment depth hef ,typ = [mm] 80 90 110 125 125 170 210 270 300 330 360 Base material thickness hmin= [mm] 110 120 142 161 165 220 274 340 380 420 470 Edge distance c = cmin= [mm] 40 50 60 70 80 100 125 140 160 180 200

Tensile NRd: single anchor, min. edge distance (c = cmin)

BSt 500 S [kN] 7,8 10,0 13,3 16,2 17,0 26,1 36,1 50,4 59,5 69,1 79,3

Shear VRd: single anchor, min. edge distance (c = cmin) , without lever arm

BSt 500 S [kN] 3,7 5,3 7,3 9,5 11,5 17,2 25,0 31,6 39,3 47,8 56,9

Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I (load values are valid for single anchor)

Data according ETA-04/0027, issue 2013-06-26 Additional Hilti tech.

data Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Ø36 Ø40 Embedment depth hef ,typ = [mm] 80 90 110 125 125 170 210 270 300 330 360 Base material thickness hmin= [mm] 110 120 142 161 165 220 274 340 380 420 470 Spacing s = smin= [mm] 40 50 60 70 80 100 125 140 160 180 200

Tensile NRd: double anchor, no edge effects, min. spacing (s = smin)

BSt 500 S [kN] 8,9 11,6 15,5 18,9 19,2 30,1 41,4 59,5 69,8 80,8 92,3

Shear VRd: double anchor, no edge effects, min. spacing (s = smin) , without lever arm

BSt 500 S [kN] 9,3 14,7 20,7 28,0 36,7 57,3 90,0 112,7 147,3 186,6 230,4

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Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I

Data according ETA-04/0027, issue 2013-06-26 Additional Hilti tech.

data Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Ø36 Ø40 Embedment depth hef ,2 = [mm] 96 120 144 168 192 240 300 336 384 432 480 Base material thickness hmin= [mm] 126 150 176 204 232 290 364 406 464 522 590

Tensile NRd: single anchor, no edge effects

BSt 500 S [kN] 17,2 26,9 38,8 49,3 64,0 89,4 125,0 148,1 181,0 215,9 252,9

Shear VRd: single anchor, no edge effects, without lever arm

BSt 500 S [kN] 9,3 14,7 20,7 28,0 36,7 57,3 90,0 112,7 147,3 186,6 230,4

Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I

Data according ETA-04/0027, issue 2013-06-26 Additional Hilti tech.

data Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Ø36 Ø40 Embedment depth hef ,2 = [mm] 96 120 144 168 192 240 300 336 384 432 480 Base material thickness hmin= [mm] 126 150 176 204 232 290 364 406 464 522 590 Edge distance c = cmin= [mm] 40 50 60 70 80 100 125 140 160 180 200

Tensile NRd: single anchor, min. edge distance (c = cmin)

BSt 500 S [kN] 9,4 14,1 18,6 23,4 28,6 40,0 55,9 66,2 80,9 96,6 113,1

Shear VRd: single anchor, min. edge distance (c = cmin) , without lever arm

BSt 500 S [kN] 3,9 5,7 7,8 10,2 12,9 18,9 27,8 33,9 42,6 52,3 62,7

Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², Temperature range I (load values are valid for single anchor)

Data according ETA-04/0027, issue 2013-06-26 Additional Hilti tech.

data Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Ø36 Ø40 Embedment depth hef ,2 = [mm] 96 120 144 168 192 240 300 336 384 432 480 Base material thickness hmin= [mm] 126 150 176 204 232 290 364 406 464 522 590 Spacing s = smin= [mm] 40 50 60 70 80 100 125 140 160 180 200

Tensile NRd: double anchor, no edge effects, min. spacing (s = smin)

BSt 500 S [kN] 10,9 16,6 22,7 28,6 34,9 48,8 68,2 80,9 98,8 117,9 138,1

Shear VRd: double anchor, no edge effects, min. spacing (s = smin) , without lever arm

BSt 500 S [kN] 9,3 14,7 20,7 28,0 36,7 57,3 90,0 112,7 147,3 186,6 230,4

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Hilti HIT-RE 500 mortar with rebar (as post-installed connection) Injection mortar system Benefits

Hilti HIT-RE 500 330 ml foil pack

(also available as 500 ml and 1400 ml foil pack)

- SAFEset technology: drilling and borehole cleaning in one step with Hilti hollow drill bit

- suitable for non-cracked concrete C 20/25 to C 50/60

- high loading capacity - suitable for dry and water

saturated concrete - under water application - large diameter applications - high corrosion resistant - long working time at elevated

temperatures - odourless epoxy

Static mixer

Rebar

Concrete Fire resistance

Diamond drilled holes

European Technical Approval

DIBt approval Drinking

water appoved

Corossion tested

PROFIS Rebar design

software

Hilti SAFEset technology with hollow drill bit

Service temperature range Temperature range: -40°C to +80°C (max. long term temperature +50°C, max. short term temperature +80°C). Approvals / certificates Description Authority / Laboratory No. / date of issue European technical approval DIBt, Berlin ETA-08/0105 / 2014-04-30 European technical approval DIBt, Berlin ETA-04/0027 / 2013-06-26 DIBt approval DIBt, Berlin Z-21.8-1790 / 2009-03-16 Fire test report IBMB Braunschweig 3357/0550-5 / 2002-07-30 Assessment report (fire) Warringtonfire WF 327804/B / 2013-07-10

a) All data given in this section according to the approvals mentioned above, ETA-08/0105 issue on 2014-04-30 and ETA-04/0027 issue on 2013-06-26.

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Materials Reinforcmenent bars according to EC2 Annex C Table C.1 and C.2N. Properties of reinforcement Product form Bars and de-coiled rods Class B C Characteristic yield strength fy k or f0,2k (MPa) 400 to 600

Minimum value of k = (ft/fy )k ≥ 1,08 ≥ 1,15 < 1,35

Characteristic strain at maximum force, uk (%) ≥ 5,0 ≥ 7,5 Bendability Bend / Rebend test Maximum deviation from nominal mass (individual bar) (%)

Nominal bar size (mm) ≤ 8 > 8

± 6,0 ± 4,5

Bond: Minimum relative rib area, fR,min

Nominal bar size (mm) 8 to 12 > 12

0,040 0,056

Setting details For detailed information on installation see instruction for use given with the package of the product.

Curing time for general conditions

Data according ETA-08/0105, issue 2014-04-30 Temperature

of the base material

Working time in which rebar can be inserted and

adjusted tgel

Initial curing time tcure,ini

Curing time before rebar can be fully loaded tcure

5 °C TBM 10 °C 2 h 18 h 72 h 10 °C TBM 15 °C 90 min 12 h 48 h

15 °C TBM 20 °C 30 min 9 h 24 h 20 °C TBM 25 °C 20 min 6 h 12 h 25 °C TBM 30 °C 20 min 5 h 12 h

30 °C TBM 40 °C 12 min 4 h 8 h TBM = 40 °C 12 min 4 h 4 h

For dry concrete curing times may be reduced according to the following table. For installation temperatures below +5 °C all load values have to be reduced according to the load reduction factors given below. Curing time for dry concrete

Additional Hilti technical data Temperature

of the base material

Working time in which rebar can be inserted

and adjusted tgel

Initial curing time

tcure,ini

Reduced curing time before rebar can be

fully loaded tcure

Load reduction

factor TBM = -5 °C 4 h 36 h 72 h 0,6 TBM = 0 °C 3 h 25 h 50 h 0,7 TBM = 5 °C 2 ½ h 18 h 36 h 1

TBM = 10 °C 2 h 12 h 24 h 1 TBM = 15 °C 1 ½ h 9 h 18 h 1 TBM = 20 °C 30 min 6 h 12 h 1 TBM = 30 °C 20 min 4 h 8 h 1 TBM = 40 °C 12 min 2 h 4 h 1

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Setting instruction

Review the Material Safety Data Sheet (MSDS) before use for proper and safe handling! Wear well-fitting protective goggles and protective gloves when working with Hilti HIT-RE 500. Important: Observe the installation instruction of the manufacturer provided with each foil pack.

1. Drill hole Note: Before drilling, remove carbonized concrete; clean contact areas (see Annex B1) In case of aborted drill hole the drill hole shall be filled with mortar.

Drill hole to the required embedment depth with an appropriately sized Hilti TE-CD or TE-YD hollow drill bit with Hilti vacuum attachment. This drilling system removes the dust and cleans the bore hole during drilling when used in accordance with the user’s manual. After drilling is complete, proceed to the “injection preparation” step in the instructions for use.

Drill the hole to the required embedment depth using a hammer-drill with carbid drill bit set in rotation hammer mode, a compressed air drill or a diamond core machine.

4. Bore hole cleaning (Not needed with Hilti TE-CD and Hilti TE-YD drill bit) The borehole must be free of dust, debris, water, ice, oil, grease and other contaminants prior to mortar injection. Just before setting an anchor, the bore hole must be free of dust and debris by one of two cleaning methods described below

Compressed air cleaning (CAC)

Blowing 2 times from the back of the hole with oil-free compressed air (min. 6 bar at 100 litres per minute (LPM)) until return air stream is free of noticeable dust. Bore hole diameter ≥ 32 mm the compressor must supply a minimum air flow of 140 m³/hour. If required use additional accessories and extensions for air nozzle and brush to reach back of hole.

Brushing

2 times with the specified brush HIT-RB size (brush Ø ≥ borehole Ø) by inserting the round steel brush to the back of the hole in a twist ing motion. The brush shall produce natural resistance as it enters the anchor hole. If this is not the case, please use a new brush or a brush with a larger diameter.

Blowing

2 times again with compressed air until return air stream is free of noticeable dust. If required use additional accessories and extensions for air nozzle and brush to reach back of hole.

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Deep boreholes – Blowing

For boreholes deeper than 250mm (for Ø=8mm – 12mm) or deeper than 20 Ø (for Ø>12mm) use the appropriate air nozzle Hilti HIT-DL

Safety tip: Do not inhale concrete dust.

The application of the dust collector Hilti HIT-DRS is recommended.

Deep boreholes – Brushing

For boreholes deeper than 250 mm (for Ø=8mm – 12mm) or deeper than 20 Ø (for Ø>12mm) use machine brushing and brush extensions HIT-RBS.

Screw the round steel brush HIT-RB in one end of the brush extension(s) HIT-RBS, so that the overall length of the brush is sufficient to reach the base of the borehole. Attach the other end of the extension to the TE-C/TE-Y chuck.

Safety tip:

- Start machine brushing operational slowly. - Start brushing operation once brush is inserted in borehole.

In addition for wet diamond coring (DD):

For wet diamond coring please observe the following steps in addition prior to compressed air cleaning:

Remove all core fragments from the anchor hole. Flush the anchor hole with clear running water until water runs clear. Brush the anchor hole again 2 times with the appropriate sized brush over the entire depth of the anchor hole. Repeat the flushing process until water runs out of the anchor hole.

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Manual Cleaning (MC) Manual cleaning is permitted for hammer drilled boreholes up to hole diameters d0 ≤ 20mm and depths v resp. e,ges. ≤ 160mm.

Blowing 4 strokes with Hilti blow-out pump from the back of the hole until return air stream is free of noticeable dust.

Brushing 4 times with the specified brush HIT_RB size (brush Ø ≥ borehole Ø) by inserting the round steel wire brush to the back of the hole with a twisting motion. The brush shall produce natural resistance as it enters the anchor hole. If this is not the case, please use a new brush or a brush with a larger diameter.

Blowing 4 strokes with Hilti blow-out pump from the back of the hole until return air stream is free of noticeable dust.

Manual Cleaning (MC) Hilti hand pump recommended for blowing out bore hole with diameters d<20mm and bore hole depth h0<160mm

3.Rebar preparation and foil pack preparation

Before use, make sure the rebar is dry and free of oil or other residue. Mark the embedment depth on the rebar. (e.g. with tapte) , v

Insert rebar in borehole, to verify hole and setting depth v resp. e,ges

- Observe the Instruction for Use of the dispenser and the mortar.

- Tightly attach Hilti HIT-RE-M mixing nozzle to foil pack manifold.

- Insert foil pack into foil pack holder and swing holder into the dispenser.

Discard initial mortar. The foil pack opens automatically as dispensing is initiated. Depending on the size of the foil pack an initial amount of adhesive has to be discarded. After changing a mixing nozzle, the first few trigger pulls must be discarded as decribed above. For each new foil pack a new mixing nozzle must be used. Discard quantities are 3 strokes for 330 ml foil pack, 4 strokes for 500 ml foil pack, 65 ml for 1400 ml foil pack,

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4.Inject mortar into borehole Forming air pockets be avoided

4.1 Injection method for borehole depth ≤ 250 mm

Inject the mortar from the back of the hole towards the front and slowly withdraw the mixing nozzle step by step after each trigger pull. Fill holes approximately 2/3 full, or as required to ensure that the annular gap between the rebar and the concrete is completely filled with adhesive over the embedment length. After injecting, depressurize the dispenser by pressing the release trigger. This will prevent further mortar discharge from the mixing nozzle.

4.2 Injection method for borehole depth > 250 mm or overhead application

Assemble mixing nozzle HIT-RE-M, extension(s) and piston plug HIT-SZ. For combinations of several injection extansions use coupler HIT-VL K. A substitution of the injection extansion for a plastic hose or a combination of both is permitted. The combination of HIT-SZ piston plug with HIT-VL 16 pipe and then HIT-VL 16 tube support proper injection.

Mark the required mortar level m and embedment depth b resp.

e,ges with tape or marker on the injection extension.

Insert piston plug to back of the hole. Begin injection allowing the pressure of the injected adhesive mortar to push the piston plug towards the front of the hole. Fill holes approximately 2/3 full, or as required to ensure that the annular gap between the rebar and the concrete is completely filled with adhesive over the embedment length. Injection until the morat level mark m becomes visible. After injecting, depressurize the dispenser by pressing the release trigger. This will prevent further mortar discharge from the mixing nozzle.

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5.Insert rebar

For easy installation insert the rebar slowly twisted into the boreholeuntil the embedment mark is at the concrete surface level.

Overhead application: During insertion of the rebar, mortar might flow out of the borehole. For collection of the flowing mortar, HIT-OHC may be used. Support the rebar and secure it from falling till mortar started to harden, e.g. using wedges HIT-OHW.

After installing the rebar the annular gap must be completely filled with mortar.

After installing the rebar the annular gap must be completely filled with mortar. Proper installation can be verified when:

Desired anchoring embedment is reached v : embedment mark at concrete surface. Excess mortar flows out of the borehole after the rebar has been fully inserted until the embedment mark.

Full load may be applied only after the curing time “tcure” has elapsed.

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Fitness for use Some creep tests have been conducted in accordance with ETAG guideline 001 part 5 and TR 023 in the following conditions : in dry environnement at 50 °C during 90 days. These tests show an excellent behaviour of the post-installed connection made with HIT-RE 500: low displacements with long term stability, failure load after exposure above reference load. Resistance to chemical substances

Categories Chemical substances resistant Non resistant

Alkaline products Drilling dust slurry pH = 12,6 + Potassium hydroxide solution (10%) pH = 14 +

Acids

Acetic acid (10%) + Nitric acid (10%) + Hydrochloric acid (10%) + Sulfuric acid (10%) +

Solvents

Benzyl alcohol + Ethanol + Ethyl acetate + Methyl ethyl keton (MEK) + Trichlor ethylene + Xylol (mixture) +

Products from job site

Concrete plasticizer + Diesel + Engine oil + Petrol + Oil for form work +

Environnement

Sslt water + De-mineralised water + Sulphurous atmosphere (80 cycles) +

Electrical Conductivity HIT-RE 500 in the hardened state does not conduct electrically. Its electric resistivity is 66 1012 .m (DIN IEC 93 – 12.93). It is adapted well to realize electrically insulating anchorings (ex: railway applications, subway).

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Drilling diameters

Rebar (mm)

Drill bit diameters d0 [mm]

Hammer drill (HD) Hollow Drill Bit (HDB)

Compressed air drill (CA)

Diamond coring Wet (DD) Dry (PCC)

8 12 (10 a)) - 12 (10 a)) -

10 14 (12 a)) - 14 (12 a)) -

12 16 (14 a)) 17 16 (14 a)) -

14 18 17 18 -

16 20 20 20 -

18 22 22 22 -

20 25 26 25 -

22 28 28 28 -

24 32 32 32 35

25 32 32 32 35

26 35 35 35 35

28 35 35 35 35

30 37 35 37 35

32 40 40 40 47

34 45 42 42 47

36 45 45 47 47

40 55 57 52 52 a) Max. installation length I = 250 mm.

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Basic design data for rebar design according to rebar ETA Bond strength in N/mm² according to ETA 08/0105 for good bond conditions for hammer drilling, compressed air drilling, dry diamond core drilling

Rebar (mm)

Concrete class C12/15 C16/20 C20/25 C25/30 C30/37 C35/45 C40/50 C45/55 C50/60

8 - 32 1,6 2,0 2,3 2,7 3,0 3,4 3,7 4,0 4,3

34 1,6 2,0 2,3 2,6 2,9 3,3 3,6 3,9 4,2

36 1,5 1,9 2,2 2,6 2,9 3,3 3,6 3,8 4,1

40 1,5 1,8 2,1 2,5 2,8 3,1 3,4 3,7 4,0 Bond strength in N/mm² according to ETA 08/0105 for good bond conditions for wet diamond core drilling

Rebar (mm)

Concrete class C12/15 C16/20 C20/25 C25/30 C30/37 C35/45 C40/50 C45/55 C50/60

8 - 25 1,6 2,0 2,3 2,7 3,0 3,4 3,7 4,0 4,3

26 - 32 1,6 2,0 2,3 2,7 2,7 2,7 2,7 2,7 2,7

34 1,6 2,0 2,3 2,6 2,6 2,6 2,6 2,6 2,6

36 1,5 1,9 2,2 2,6 2,6 2,6 2,6 2,6 2,6

40 1,5 1,8 2,1 2,5 2,5 2,5 2,5 2,5 2,5

Pullout design bond strength for Hit Rebar design Design bond strength in N/mm² according to ETA 04/0027 (values in table are design values, fbd,po = Rk/ Mp

Hammer or compressed air drilling. Water saturated, water filled or submerged hole. Uncracked concrete C20/25.

temperature range

Bar diameter

Data according to ETA 04/0027 Hilti tech data

8 10 12 14 16 20 22 24 25 26 28 30 32 36 40 I: 40°C/24°C 7,1 6,7 6,2 5,2 4,8

II: 58°C/35°C 5,7 5,2 4,8 4,3 3,8

III: 70°C/43°C 3,3 3,1 2,9 2,4 Increasing factor in non-cracked concrete: fB,p=(fcck/25)0,1 (fcck: characteristic compressive strength on cube)

Additional Hilti Technical Data:

If the concrete is dry (not in contact with water before/during installation and curing), the pullout design bond strength may be increased by 20%.

If the hole was produced by wet diamond coring, the pullout design bond strength has to be reduced by 30%.

Reduction factor for splitting with large concrete cover: = 0,306 (Hilti additional data)

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Fire Resistance according to DIBt Z-21.8-1790

a) fire situation “anchorage” Maximum force in rebar in conjunction with HIT-RE 500 as a function of embedment depth for the fire resistance classes F30 to F180 (yield strength fyk = 500 N/mm²) according EC2a).

Bar Drill hole Max. Fs,T inst Fire resistance of bar in [kN]

[mm] [mm] [kN] [mm] R30 R60 R90 R120 R180

8 10 16,19

80 2,4 1,0 0,5 0,3 0 95 3,9 1,7 0,3 0,6 0,1

115 7,3 3,1 1,7 1,1 0,4 150 16,2 8,2 4,6 3,1 1,4 180 16,2 10,0 6,7 2,9 205 16,2 12,4 5,1 220 16,2 7,0 265 16,2

10 12 25,29

100 5,7 2,5 1,3 0,8 0,2 120 10,7 4,4 2,5 1,7 0,7 140 17,6 7,8 4,4 3,0 1,3 165 25,3 15,1 8,5 5,8 2,6 195 25,3 17,6 12,2 5,1 220 25,3 20,7 8,7 235 25,3 11,8 280 25,3

12 16 36,42

120 12,8 5,3 3,0 2,0 0,8 150 25,2 12,2 6,9 4,7 2,1 180 36,4 24,3 15,0 10,1 4,4 210 36,2 27,4 20,6 8,5 235 36,4 31,0 14,2 250 36,4 19,1 295 36,4

14 18 49,58

140 24,6 10,9 6,1 4,2 1,9 170 39,1 23,5 13,5 9,2 4,1 195 49,6 35,6 24,7 17,1 7,2 225 49,6 39,2 31,3 13,5 250 49,6 43,4 22,3 265 49,6 29,5 310 49,6

16 20 64,75

160 39,2 21,3 11,9 8,1 3,6 190 55,8 37,9 25,5 17,3 7,3 210 64,8 49,0 36,5 27,5 11,3 240 64,8 53,1 44,1 20,9 265 64,8 57,9 33,7 280 64,8 42,0 325 64,8

inst

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Bar Drill hole

Max. Fs,T inst

[mm] [mm] [kN] [mm] R30 R60 R90 R120 R180

20 25 101,18

200 76,6 54,3 38,7 27,5 11,4 240 101,2 82,0 66,4 55,1 26,1 270 101,2 87,1 75,9 45,6 295 101,2 93,2 62,9 310 101,2 73,2 355 101,2

25 30 158,09

250 139,0 111,1 91,6 77,6 39,9 275 158,1 132,7 113,2 99,2 61,3 305 158,1 139,1 125,1 87,2 330 158,1 146,7 108,8 345 158,1 121,8 390 158,1

28 35 198.3

280 184,7 153,4 131,6 115,9 73,5 295 198,3 168,0 146,1 130,4 88,0 330 198,3 180,0 164,3 121,9 350 198,3 183,6 141,2 370 198,3 160,6 410 198,3

32 40 259,02

320 255,3 219,6 194,7 176,7 128,2 325 259,0 225,1 200,2 182,2 133,8 360 259,0 238,9 220,9 172,5 380 259,0 243,1 194,6 395 259,0 211,2 440 259,0

40 47 404,71

400 404,7 385,1 353,9 331,5 270,9 415 404,7 374,6 352,2 291,6 440 404,7 386,8 326,2 455 404,7 346,9 500 404,7

a) For tables according the standards to DIN 1045-1988, NF-ENV 1991-2-2(EC2), Österreichische Norm B 4700-2000, British-, Singapore- and Australian Standards see Warringtonfire report WF 166402 or/and IBMB Braunschweig report No 3357/0550-5.

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b) fire situation parallel Max. bond stress, T , depending on actual clear concrete cover for classifying the fire resistance.

It must be verified that the actual force in the bar during a fire, Fs,T , can be taken up by the bar connection of the

selected length, inst. Note: Cold design for ULS is mandatory.

Fs, T ( inst – cf ) T where: ( inst – cf ) s;

s = lap length

= nominal diameter of bar

inst – cf = selected overlap joint length; this must be at least s,

but may not be assumed to be more than 80

T = bond stress when exposed to fire Critical temperature-dependent bond stress, c, concerning “overlap joint” for Hilti HIT-RE 500 injection adhesive in relation to fire resistance class and required minimum concrete coverage c.

Clear concrete cover c Max. bond stress, c [N/mm²] [mm] R30 R60 R90 R120 R180

30 0,7 0

0 0

0

35 0,8 0,4 40 0,9 0,5 45 1,0 0,5 50 1,2 0,6 55 1,4 0,7 0,5 60 1,6 0,8 0,5 65 1,9 0,9 0,6 0,4 70

2,2

1,0 0,7 0,5 75 1,2 0,7 0,5 80 1,4 0,8 0,6 85 1,5 0,9 0,7 90 1,7 1,1 0,8 0,5 95 2,0 1,2 0,9 0,5

100

2,2

1,4 1,0 0,6 105 1,6 1,1 0,6 110 1,7 1,2 0,7 115 2,0 1,4 0,7 120

2,2

1,6 0,8 125 1,7 0,9 130 2,0 1,0 135

2,2

1,1 140 1,2 145 1,3 150 1,4 155 1,6 160 1,7 165 1,9 170 2,1 175 2,2

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Minimum anchorage length According to ETA-08/0105, issue 2014-04-30, the minimum anchorage length shall be increased by factor 1,5 for wet diamond core drilling. For all the other given drilling methods the factor is 1,0. Minimum anchorage and lap lengths for C20/25; maximum hole lengths (ETA 08/0105)

Rebar Hammer drilling,

Compressed air drilling, Dry diamond coring drilling

Wet diamond coring drilling

Diameter ds

[mm]

fy,k [N/mm²]

lb,min* [mm]

l0,min * [mm]

lb,min* [mm]

l0,min * [mm]

lmax [mm]

8 500 113 200 170 300 1000

10 500 142 200 213 300 1000

12 500 170 200 255 300 1200

14 500 198 210 298 315 1400

16 500 227 240 340 360 1600

18 500 255 270 383 405 1800

20 500 284 300 425 450 2000

22 500 312 330 468 495 2200

24 500 340 360 510 540 2400

25 500 354 375 532 563 2500

26 500 369 390 553 585 2600

28 500 397 420 595 630 2800

30 500 425 450 638 675 3000

32 500 454 480 681 720 3200

34 500 492 510 738 765 3200

36 500 532 540 797 810 3200

40 500 616 621 925 932 3200 * lb,min (8.6) and l0,min (8.11) are calculated for good bond conditions with maximum utilisation of rebar yield

strength fy k = 500 N/mm² and 6 = 1,0